基坑、支護工程設計常用指標參數(shù)

基坑、支護工程設計常用指標參數(shù)第一章砼鋼材的物理力學性質指標錯誤！未指定

書簽。第一節(jié)砼的物理力學性質指標 錯誤！未指定書簽。一、砼強度標準值（2） 錯誤！未指定書簽。二、砼強度設計值（2） 錯誤！未指定書簽。三、砼彈性模量（X1042） 錯誤！未指定書簽。第二節(jié)鋼筋的物理力學性質指標 錯誤！未指定書簽。一、普通鋼筋強度標準值、設計值 錯誤！未指定書簽。二、預應力鋼筋強度標準值、設計值 錯誤！未指定書簽。三、鋼筋彈性模量（X1052） 錯誤！未指定書簽。四、鋼絞線公稱直徑、截面面積、理論重量 錯誤！未指定書簽。五、 鋼筋公稱直徑、截面面積、理論重量 錯誤！未指定書簽。第三節(jié)水泥攪拌樁物理力學指標 錯誤！未指定書簽。一、 水泥土抗剪強度與抗壓強度關系表 錯誤！未指定書簽。二、 水泥土的變形模量 錯誤！未指定書簽。三、 水泥土抗壓強度 錯誤！未指定書簽。四、水泥土齡期與抗壓強度的關系 錯誤！未指定書簽。一、 基坑變形控制值 錯誤！未指定書簽。二、 錨桿安全系數(shù) 錯誤！未指定書簽。三、 支護結構基底摩擦系數(shù) 錯誤！未指定書簽。四、 巖土與錨固體間的粘結強度 錯誤！未指定書簽。五、 錨管、錨桿水平剛度系數(shù) 錯誤！未指定書簽。六、 圓樁配筋表 錯誤！未指定書簽。七、基坑支護設計的基本概念 錯誤！未指定書簽。第三章型鋼鋼管截面面積及單位重量錯誤！未指

定書簽。第一節(jié)水、煤氣輸送鋼管（234-63） 錯誤！未指定書簽。第二節(jié)電焊鋼管（242-63） 錯誤！未指定書簽。第三節(jié)熱扎無縫鋼管（231-70） 錯誤！未指定書簽。第四節(jié)槽鋼 錯誤！未指定書簽。第五節(jié)工字鋼 錯誤！未指定書簽。第六節(jié)等邊角鋼 錯誤！未指定書簽。第四章巖土工程地質參數(shù).錯誤！未指定書簽。第一節(jié)巖石分類 錯誤！未指定書簽。第二節(jié)地質年代表 錯誤！未指定書簽。第三節(jié)土的物理性質指標 錯誤！未指定書簽。第五節(jié)廣東省常見土質的物理力學性質指標經(jīng)驗值........錯誤！未指定書簽。第一節(jié)漿材配制計算公式 錯誤！未指定書簽。第二節(jié)粘土漿材配制 錯誤！未指定書簽。第三節(jié) 水泥、水玻璃漿材配制 錯誤！未指定書簽。第六章常用計算公式和計量單位錯誤！未指定書簽

SE。第一節(jié)常用計算公式 錯誤！未指定書簽。一、 體積 錯誤！未指定書簽。二、 鋼管砼豎向承載力設計值 錯誤！未指定書簽。第二節(jié)常用法定計量單位與法定計量單位的關系 錯誤！未指定書簽。第三節(jié)灌漿壓力換算關系 錯誤！未指定書簽。第七章壩基帷幕的建議防滲標準錯誤！未指定書簽

SEo第一節(jié)試段透水率計算 錯誤！未指定書簽。第二節(jié)滲透系數(shù)計算 錯誤！未指定書簽。第三節(jié)試段透水率與單位吸水量的關系 錯誤！未指定書簽。第四節(jié)巖土滲透性分級表 錯誤！未指定書簽。第五節(jié)巖石帷幕防滲標準 錯誤！未指定書簽。第一章砼鋼材的物理力學性質指標摘自《混凝土結構設計規(guī)范》50010-2002。第一節(jié)砼的物理力學性質指標、砼強度標準值（2）強度種類符號砼強度等級C7.5C10C15C20C25C30C35C40C45C50C55C60C65C70C75C80軸心抗壓56.71013.416.720.123.426.829.632.435.538.541.544.547.450.2抗拉0.750.91.271.541.782.012.202.392.512.642.742.852.932.993.053.11二、砼強度設計值（2）強度種類符號砼強度等級C7.5C10C15C20C25C30C35C40C45C50C55C60C65C70C75C80軸心抗壓3.75.07.29.611.914.316.719.121.123.125.327.529.731.833.835.9抗拉0.550.650.911.11.271.431.571.711.81.891.962.042.092.142.182.22注：1、計算現(xiàn)澆砼軸心受壓及偏心受壓構件時，如截面的邊長或直徑小于300時，則表中強度設計值乘以系數(shù)0.8。三、砼彈性模量（X1042）砼強度等級C7.5C10C15C20C25C30C35C40C45C50C55C60C65C70C75C801.451.752.202.552.803.003.153.253.353.453.553.603.653.703.753.80說明：C7.5、C10砼的力學指標摘自10-89。

第二節(jié)鋼筋的物理力學性質指標一、普通鋼筋強度標準值、設計值種類符號’熱軋鋼筋235(Q235)^235210210335(20)①335300300400(20、20、20)O400360360400(K20)X400360360注：一強度標準值 一抗拉強度設計值’一抗壓強度設計值二、預應力鋼筋強度標準值、設計值種類符號F’鋼絞線1X3^s1860132039017201220157011101X71860132039017201220消除應力鋼絲光面螺旋肋①p^H177012504101670118015701110亥U痕^處理鋼筋402^1470104040048245

三、鋼筋彈性模量（X1052）種類235級鋼筋2.1335級鋼筋、400級鋼筋、400級鋼筋、熱處理鋼筋2.0消除應力鋼絲（光面鋼絲、螺旋肋鋼絲、刻痕鋼絲）2.05鋼絞線1.95四、鋼絞線公稱直徑、截面面積、理論重量序號種類公稱直徑（）公稱截面面枳（2）理論重量（）11X38.637.40.29810.859.30.46512.985.40.67121X79.554.80.43211.174.20.58012.798.70.77415.2139.01.101注：多股鋼絞線截面面積和單位重量可根據(jù)實測值調(diào)整。一般情況下015.2鋼絞線的實測截面積為1402，每延米重量為1.125。

直徑計算截面面積理論質量直徑計算截面面積理論質量()（2）()（）（2）()2.50.0490.039192.8352.23030.0710.055203.1422.46640.1260.099213.4642.72050.1960.154223.8012.98460.2830.222234.1553.26070.3850.302244.5243.55180.5030.395254.9093.8590.6350.499265.3094.17100.7850.617275.7264.495110.9500.750286.1534.83121.1310.888307.0695.55131.3271.040328.0436.31141.5391.208349.0797.13151.7671.390359.6207.50162.0111.5783610.1797.99172.2701.7804012.5619.865182.5451.998第三節(jié)水泥攪拌樁物理力學指標、水泥土抗剪強度與抗壓強度關系表試驗方法無側限抗壓強度()抗剪強度(%)粘聚力c()內(nèi)摩擦角中(0)直剪快剪3151332342.262316126.525.811242713124.113152893222.0三軸不排水剪2801001635.75201702132.66231902730.513153002729.714303602225.120104802323.821205102624.026407402128.025707602529.532108602726.7419011602327.6二、水泥土的變形模量試件編號無側限抗壓強度()破壞時應變￡f(%)變形模量%()E50/42761.433450012554821.367090014764931.065360010975360.866620012386941.008360012099181.14117700128109701.001169001201111641.281369001181213991.001750001251314361.141865001301419421.072942001521525131.203306001311630360.904743001561734501.004207001211835180.80541200153

三、水泥土抗壓強度四、水泥土齡期與抗壓強度的關系=(0.26?四、水泥土齡期與抗壓強度的關系=(0.26?0.50)3 90=(0.30?0.629)7=(0.6?0.75)902890土的性質水泥土試驗結果成因土名含水量W(%)容重Y(3)孔隙比e液性指數(shù)塑性指數(shù)水泥標號摻入量(%)齡期(d)抗壓強度()濱海相淤泥50.017.301.391.2122.8325#10901096淤泥質亞粘土36.418.301.031.2616.4425#8901415溺谷相淤泥68.415.601.801.7121.8425#14901097三角洲相淤泥質亞粘土47.417.401.291.6316.0425#10120998河漫灘相淤泥質粘土56.016.701.311.1821.0525#1030880湖沼相泥碳土448.010.408.060.85341.0425#2590155泥碳化土58.016.301.480.6526.0425#1590714第二章基坑規(guī)范摘錄、基坑變形控制值基坑變形控制值（廣東省標準15-20-97）安全等級基坑支護結構水平位移周圍地面沉降變形備 注一級0.002H且不大于300.0015H且不大于20二級0.004H且不大于500.003H且不大于40三級0.025H且不大于1500.02H且不大于120二、錨桿安全系數(shù)序號安全等級臨時（基坑）錨桿K永久錨桿K120-9915-20-9722:909258-9722:90錨固體桿體（設計值）錨固體桿體錨固體、桿體錨固體、桿體錨固體、桿體1一級1.7161.321.61.51.81.82.22二級1.6251.251.61.51.61.62.03三級1.4631.1251.61.51.41.41.84巖錨1.41.5三、支護結構基底摩擦系數(shù)支護結構基底摩擦系數(shù)（廣東省規(guī)范15-20-97）序號土的類別摩擦系數(shù)（U）序號土的類別摩擦系數(shù)（U）1淤泥0.106粉、細砂0.3?0.42淤泥質土0.157中、粗砂0.43軟塑?可塑粘土0.20?0.258碎石土0.54硬塑?堅硬粘土0.39軟質巖0.4?0.65粉土0.3?0.410硬質巖0.6?0.7

四、巖土與錨固體間的粘結強度巖土與錨固體間的粘結強度極限值()序號巖土種類土的狀態(tài)120-9915-20-9722:90地基96:97土釘錨桿土釘錨桿1填土16?2016?2030?602淤泥10?1610?163淤泥質土16?2016?2020?254粘性土>118?3018?305軟塑0.75VW130?4030?4030?4015?306可塑0.5VW0.7540?5340?5340?5030?507硬塑0.25VW0.553?6553?6550?6050?708堅硬0.0VW0.2565?7365?7360?7070?909W073?8073?8010粉土e>0.9022~4420?40100?15050?100110.75VeW0.9044~6440?6012eV0.7564~10060?9013粉細砂稍密22?4220?4014中密42?6340?6015密實63?8560?8016中砂松散17稍密54?7440?6018中密74?9060?7019密實90?12070?9020粗砂松散90?14070?90稍密90?13060?90160?20090?12021中密130?17090?120220?250120?16022密實170?220120?150270?400160?20023礫砂中密、密實190?260130?16024泥巖、頁巖微風化巖、M30砂漿110?20025白云巖、石灰?guī)r、泥質砂巖微風化巖、M30砂漿33026砂巖、花崗巖、大理巖微風化巖、M30砂漿500

五、錨管、錨桿水平剛度系數(shù)錨管水平剛度系數(shù)表（）鋼管規(guī)格面積（2）每米重量（）長度（m）6789101112131415中48x3.00424.1203.33228371957417127152251370212456114181054097879134中48x3.25456.6743.592459021077184421639314754134121229511349105389836中60x3.25579.1344.5531184267292338820789187101700915592143931336512474中60x3.50620.9354.8333435286592507622290200611823716717154321432913374中60x3.75662.3445.2035665305702674823776213991945317832164611528514266中60x4.00703.3605.5237873324632840525249227242065818937174801623115149中60x4.50784.2156.1642227361953167028151253362303321113194891809716891錨管水平剛度系數(shù)表（）鋼管規(guī)格面積（2）每米重量（）長度(m)16171819202122232425中48x3.00424.1203.338564806076127212685165256228595757095481中48x3.25456.6743.599221867981967765737770256706641561475902中60x3.25579.1344.551169411006103959848935589108505813577967484中60x3.50620.9354.84125381180111145105581003095539119872283598024中60x3.75662.3445.201337412588118881126310699101909727930489168560中60x4.00703.3605.5214202133671262411960113621082110329988094689090中60x4.50784.2156.1615835149041407613335126681206511516110161055710134鋼絞線水平剛度系數(shù)表（）鋼絞線面積（2）每延米總重量（）長度（m）15182022252830323538402索2862.25661847674290390034323065286026812451225821453索4293.375992771506435585054184596429040223677338732174索5724.501323695338580780068646129572053624902451642905索7155.62516545119171072597508580766171506703612956455362

六、圓樁配筋表單邊配筋時截面容許彎矩設計值M(.m)X樁\徑鋼筋400500600700800900100012004?1673974?18901214?201081461852232612983364115?181091485?201301794?222212673133584044955?221522124?252783383984575176346?201512102683263834404976106?221752473183884585275967336?252103053984895806707599377?202408?202683474245015776538057?222818?223134095045976907829667?253448?25381507630752873993123110?2051861571180699610?22613731847963119410?2576291610681219151812?20725841956118512?2285910001140141812?25107112551438179914?209681102137014?2211481312163714?251649207216?201246155216?221479185316?25234018?20173218?22206418?25260220?201909系 數(shù)C250.970.980.980.980.980.98=600.980.980.980.990.990.990.90.970.970.980.990.990.99

均勻配筋時截面容許彎矩設計值M(?m)U徑40050060070080090010001200配M\—_筋附167298附1888121附201061451852258?222202683168?2527633840010?1810714710?2012817722627632610?2215120926832838810?2533741349012?2015020826732638512?2217724531638745953012?2530639548657867014?2022023830637444451314?2228036244452761169414?2535045355866477187816?2026734442250158065916?2231540750059569078516?2539350962874887099218?2038146955764673418?2245155666176887518?25564697831968110520?2041851561371180920?22495610727845963120120?2561876491310641215152122?20455561667775883109922?225386647929211051131222?2567283199411581325166024?20491605722839956119224?225807168559961137142124?25725897107312521433179726?205276507759021029128326?2262276991910701223153026?25777962115213451540193828?205626948289641100137428?2266362198111441308163828?2582910271230143616452068C250.970.980.980.980.980.98系數(shù)=600.980.980.980.990.990.990.90.970.970.980.990.990.99七、基坑支護設計的基本概念第三章型鋼鋼管截面面積及單位重量第一節(jié)水、煤氣輸送鋼管(234-63)公稱口徑鋼 管管螺紋()英寸外徑()普通管加厚管基面處夕卜徑()每口寸牙數(shù)螺紋長度()壁厚()不計管接頭的理論重量()壁厚()不計管接頭的理論重量()圓錐形管螺紋圓柱形管螺紋61/810.002.000.392.500.46————81/413.502.250.622.750.73————103/817.002.250.822.750.97————151/221.252.751.253.251.4420.956141214203/426.752.751.633.502.0126.44214141625133.503.252.424.002.9133.250111518325/442.253.253.134.003.7741.912111720403/248.003.503.844.254.5847.80511192250260.003.504.884.506.1659.616112224705/275.503.756.644.507.8875.18711232780388.504.008.344.759.8187.8871132301004114.004.0010.855.0013.44113.0341138361255140.004.5015.045.5018.24138.4351141381506165.004.5017.815.5021.63163.836114542注：1、 公稱口徑是鋼管的規(guī)格稱呼，它不一定等于鋼管外徑減2倍壁厚之差。2、 鋼管分：不鍍鋅鋼管(黑管)和鍍鋅鋼管；帶螺紋鋼管和不帶螺紋鋼管。3、 鍍鋅鋼管比不鍍鋅鋼管重8~6%。4、 鋼管長度：不帶螺紋的黑管，4?12米；帶螺紋的黑管和鍍鋅管，4?6米。

第二節(jié)電焊鋼管（242-63）外徑壁厚（）0.50.60.81.01.21.41.51.61.82.02.22.5(mm)理論質量（）(6)0.0680.0800.1030.123(7)0.0800.0950.1220.148(8)0.0920.1100.1420.173202(9)0.1050.1250.1620.197231100.1170.1390.1820.222(0.261)(11)0.1290.1540.2010.247290120.1420.1690.2210.2013200.365(0.38"00.4：11(13)0.184:0.2410.290.3490.4000.4250.451(14)0.1990.2600.320.3790.4340.4620.4901150.214:0.2800.340.4090.468(0.49<))0.5)29(16)0.228；0.3000.370.4380.503(0.53())0.5)68(17)0.244:0.3200.390.4680.5370.5730.608180.258；0.3400.410.4970.5720.6100.6470.7170.798(19)0.274:0.3590.440.5270.6060.6470.6870.7620.838200.288；0.3790.460.5560.6420.6840.726.0.8060.888(21)0.493，0.5860.6750.7210.7670.8510.937220.518:0.6160.7100.7580.806.0.8950.986(23)0.543，0.6450.7450.7950.846.0.9401.041.131.26240.5670.6740.7790.8320.8850.9841.091.181.33250.592:0.7030.8130.8690.9251.031.131.241.39(26)0.6170.7340.8490.9060.9631.071.181.291.45(27)0.6410.7620.8820.9431.001.121.231.341.51280.666)0.7920.9160.9801.041.161.281.401.57290.6910.8230.9511.021.081.221.331.471.64300.715，0.8510.9861.051.121.261.381.511.70(31)0.740)0.8811.021.091.151.301.431.561.76320.9101.051.131.201.341.481.621.82(33)0.9411.091.171.231.391531.671.88(34)0.9681.121.201.281.431.581.721.94(35)0.9981.161.241.321.471.631.782.00(36)1.031.191.281.361.521.681.832.07

外徑()壁 厚(mm)1.21.41.51.61.82.02.22.52.83.03.23.5理論質量()(37)1.061.231.311.401.561.731.892.13381.091.261.351.441.611.781.942.19(39)1.291.391.471.651.821.992.26401.331.421.521.691.872.052.31(41)1.361.461.551.741.922.102.37421.411.501.601.791.972.162.44431.431.541.631.822.022.212.5044.51.481.591.651.882.102.292.592.893.07451.511.611.711.912.122.322.622.913.11(46)1.541.651.751.962.172.372.68--(47)1.571.681.792.002.222.432.74--(48)1.611.721.832.052.272.482.813.113.333.84511.711.831.962.182.422.642.993.323.553.794.10531.781.912.032.272.512.763.113.463.703.944.27(54)1.821.942.072.312.562.813.183.533.774.024.36571.922.052.182.452.712.973.363.744.004.254.62602.022.162.312.582.863.133.553.944.224.494.8363.52.142.292.442.733.033.323.764.194.484.755.18702.372.532.703.023.353.684.164.634.965.285.74762.572.762.943.293.654.004.535.025.405.756.26

外徑()壁 厚(mm)1.82.02.22.52.83.03.23.53.84.04.24.54.85.05.5理 論 質 量(kg/m703.023.3!53.684.164.634.96f八52汗47.88763.293.6!54.004.535.025.40fj.675^66.767.107.437.93833.604.0()4.374.965.525.92(S.63B67.427.798.168.71894.294.7()5.335.946.366,77387.988.388.789.389.96954.595.0：I5.706.366.817,26908.54----1024.935.4()6.136.847.327,81509.209.6710.1210.8211.!5011.961087.778.2<)9.029.7610.26----1148.218.7,19.5410.2210.8511.:3712.1512.9213.441218.739.2<)10.1410.9811.541\09--1279.179.7'710.6i611.5412.131\7113.5914.4615.0413311.1812.1012.73-14.6215.1715.'，814011.7812.7613.4214.0615.0416.0016.6515212.8213.8814.6015.3016.3717.4218.13續(xù)表18.2419.78注：鋼管長度：外徑W30毫米者，2?6米；外徑＞30?70毫米者，3?10米;外徑＞70毫米者，4?10米。括號內(nèi)的外徑或質量的鋼管應經(jīng)過冷拔。

外徑()壁 厚 ()2.533.544.555.566.577.5理論質量()321.822.152.462.763.053.333.593.854.094.324.53382.192.592.983.353.724.074.414.745.055.355.64422.442.893.353.754.165.564.955.335.696.046.38452.623.113.584.044.494.935.365.776.176.566.94502.933.484.014.545.055.556.046.516.977.427.8654—3.774.364.935.496.046.587.107.618.118.6057—4.004.625.235.836.416.997.558.108.639.1660—4.224.885.526.166.787.397.998.589.159.7163.5—4.485.185.876.557.217.878.519.149.7510.3668—4.815.576.317.057.778.489.179.8610.5311.1970—4.965.746.517.278.018.759.4710.1810.8811.5673—5.186.006.817.608.389.169.9110.6611.3912.1176—5.406.267.107.938.759.5610.3611.1411.9112.6783——6.867.798.719.6210.5111.3912.2613.1213.9689——7.388.389.3810.3611.3312.2813.2214.1615.0795——7.908.9810.0411.1012.1413.1714.1915.1916.18102——8.509.6710.8211.9613.0914.2115.3116.4017.48108———10.2611.4912.7013.9015.0916.2717.4418.59114———10.8512.1513.4414.7215.9817.2318.4719.70121———11.5412.9314.3015.6717.0218.3519.6320.99127———12.1313.5915.0416.4817.9019.3220.7222.10133———12.7314.2615.7817.2918.7920.2821.7523.21140————15.0416.6518.2419.8321.4022.9624.51146————15.7017.3919.0620.7222.3624.0025.62152————16.3718.1319.8721.6023.3225.0326.73159————17.1518.9920.8222.6424.4526.2428.02168—————20.1022.0423.9725.8927.7929.69180—————21.5923.7025.7527.7029.8731.91194—————23.3125.6027.8230.0032.2834.50203———————29.1431.5033.8336.16219———————31.5234.0636.6039.12245————————38.2341.0943.85273————————42.6445.9249.10299——————————53.91

(續(xù)表)外徑()壁厚()88.599.5101112131415理論質量()324.74—————————385.92—————————426.717.027.327.607.88—————457.307.657.998.328.63—————508.298.709.109.499.86—————549.089.549.9910.4310.8511.67————579.6710.1710.6511.1311.5912.4813.3214.11——6010.2610.8011.3211.8312.3313.2914.2115.0715.88—63.510.9511.5312.1012.6513.1914.2415.2416.1917.096811.8412.4713.1013.7114.3015.4616.5717.6318.6419.617012.2312.8913.5414.1714.8016.0117.1618.2719.3320.357312.8213.5214.2114.8815.5416.8218.0519.2420.3721.467613.4214.1514.8715.5816.2817.6318.9420.2021.4122.578314.8015.6216.4217.2218.0019.5321.0122.4432.8225.158915.9816.8717.7618.6319.4821.1622.7924.3725.8927.279517.1618.1319.0920.0320.9622.7924.5626.2927.9729.5910218.5519.6020.6421.6722.6924.6926.6328.5330.3832.1810819.7320.8621.9723.0824.1726.3128.4130.4632.4534.4011420.9122.1223.3124.4825.6527.9430.1932.3834.5336.6212122.2923.5824.8626.1227.3729.8432.2634.6236.9439.2112723.4824.8426.1927.5328.8531.4734.0336.5539.0141.4313324.6626.1027.5228.9330.3333.1035.8138.4741.0943.6514026.0427.5729.0830.5732.0634.9937.8840.7243.5046.2414627.2328.8230.4131.9833.5436.6239.6642.6445.5748.4615228.4130.0831.7433.3935.0238.2541.4344.5647.6550.6815929.7931.5533.2935.0336.7540.1543.5046.8150.0653.2716831.5733.4335.2937.1338.9742.5946.1749.6953.1756.6018033.9335.9537.9539.9541.9245.8549.7253.5457.3161.0419436.7038.8941.0643.2345.3849.6453.8658.0362.1566.2220338.4740.7743.0545.3347.5952.0856.5260.9165.9469.5421941.6344.1246.6149.0851.5456.4361.2666.0470.7875.4624546.7649.5652.3855.1757.9563.4868.9574.3879.7683.08

（續(xù)表）外徑（）壁 厚 （）88.599.5101112131415理論質量 （）27352.2855.4558.6061.7364.8671.0777.2483.3689.4295.4429957.4160.8964.3767.8371.2778.1384.9391.6998.40105.0632562.5466.3570.1473.9277.6885.1892.63100.03107.38114.6835167.6771.8075.9180.0184.1092.23100.32108.36116.35124.29377——81.6886.1090.5199.29108.02117.00125.33133.91402——87.2191.9596.67106.06115.41124.71133.94143.15426——92.5597.57102.59112.58122.52132.41142.25152.04450——97.87103.20108.50119.08130.61140.09150.52160.90(465)——101.10106.48112.20123.15134.05144.90155.70166.46480——104.52110.22115.90127.22139.49149.71160.88172.00500——108.96114.91120.83132.65145.41156.12167.79179.40530——115.62121.94128.23140.78154.29165.74178.14190.50(550)——120.07126.62133.10146.21159.20172.15185.05197.90560——122.28128.97135.63148.92163.16175.36188.50201.60600——131.17138.34145.50159.78175.00188.18202.31216.39630——137.81145.36152.89167.91183.88197.80212.67227.49（續(xù)表）外徑壁 厚 （）

()161718192022(24)25(26)28理論質量 ()6820.52—————————7021.31—————————7322.4923.4824.4125.30——————7623.6824.7425.7526.71——————8326.4427.6728.8529.99——————8928.8030.1931.5232.8034.0336.3538.47———9531.1732.7034.1835.6136.9939.6142.02———10233.9335.6437.2938.8940.4443.4046.17———10836.3038.1539.9541.7043.4046.6649.7251.1752.5855.2411438.6740.6742.6244.5146.3649.9153.2754.8756.4359.3812141.4343.6045.7247.7949.8253.7157.4159.1960.9164.2212743.8046.1248.3950.6152.7856.9760.9662.8964.7668.3613346.1748.6351.0553.4255.7360.2264.5166.5968.6172.5014048.9351.5754.1656.7059.1964.0268.6670.9073.1077.3414651.3054.0856.8259.5162.1567.2772.2174.6076.9481.4815253.6656.6059.4862.3265.1170.5975.7678.3080.7985.6215956.4359.5362.5965.6068.5674.3379.9082.6285.2890.4616859.9863.3166.5969.8273.0079.2185.2388.1691.0596.6718064.7168.3471.9175.4478.9285.7292.3395.5678.74104.9619470.2474.2178.1382.0085.2893.32100.62104.19107.72114.6320373.7877.9782.1286.2190.2698.20105.94109.74113.49120.8321980.1084.6989.2393.7198.15106.88115.42119.61123.75131.8924590.3695.59100.77105.90110.98120.99130.80135.64140.42149.84273101.41107.33113.20119.02124.79136.18147.38152.90158.38169.16299111.67118.23124.74131.20137.61150.29162.77168.93175.05187.13325121.93129.13136.28143.38150.44164.39178.15184.96191.72205.09351132.19140.03147.82155.56163.26178.50193.54200.99208.39223.04377142.44150.93159.36167.75176.08192.61208.93217.02225.06240.99402152.30161.40170.45179.45188.40206.16223.72232.42241.08258.24426161.78171.47181.11190.71200.25219.19237.93247.23256.48274.84450171.24181.52191.76201.94212.08232.20252.12262.01271.85291.38(465)177.16187.81198.41208.97219.47240.34261.00271.26281.47301.74480183.08194.10205.07216.00226.87248.47269.88280.51291.09312.10500190.97202.48213.95225.37236.74259.32281.72292.84303.91325.91530202.80215.06227.27239.42251.53275.60299.47317.50323.14346.62(550)210.70223.44236.14248.80261.40286.45311.31323.66335.97360.43560214.64227.64240.58253.48266.33291.88317.23———600230.42244.40258.34272.22286.06313.58340.90———630242.26256.98271.66286.28300.85329.85358.66———第四節(jié)槽鋼型號尺寸()載面面積(2)理論質量()高度H腿寬度B腰厚度D平均腿厚度10100485.38.512.74810.00712.6126535.59.015.69212.31814A140586.09.518.51614.53514B140608.09.521.31616.73316A160636.510.021.96217.24016160658.510.025.16219.75218A180687.010.525.69920010.529.29923.00020A200737.011.028.83722.63720200759.011.032.83725.77722A220777.011.531.84624.99922220799.011.536.24628.43525A250787.012.034.91727.410

25B250809.012.039.91731.33525C2508211.012.044.91735.26028A280827.512.540.03431.42728B280849.512.545.63435.82328C2808611.512.551.23440.21932A320888.014.048.51338.08332B3209010.014.054.91343.10732C3209212.014.061.31348.13136A360969.016.060.91047.81436B3609811.016.068.11053.46636C36010013.016.075.31059.11840A40010010.518.075.06858.92840B40010212.518.083.06865.20840C40010414.518.091.06871.488第五節(jié)工字鋼型尺寸（）^面…面理論質

號高度h腿寬度b腰厚度d平均腿厚度積(2) S 量()10100684.57.614.34511.26112.6126745.08.418.11814.22314140805.59.121.51616.89016160886.09.926.13120.51318180946.510.730.76524.11320a2001007.011.435.57827.92920d2001029.011.439.57831.06922a2201107.512.342.12833.07022b2201129.512.346.52836.52425a2501168.013.048.54138.10525b25011810.013.053.54142.03028a2801228.513.755.40443.49228b28012410.513.761.00447.88832a3201309.515.067.15652.71732b32013211.515.073.55657.74132c32013413.515.079.95662.76536a36013610.015.876.48060.03736b36013812.015.883.68065.68936c36014014.015.890.88071.34140a40014210.516.586.11267.59840b40014412.516.594.11273.87840c40014614.516.5102.11280.15845a45015011.518.0102.44680.42045b45015213.518.0111.44687.48545c45015415.518.0120.44694.550型號尺寸()理論質量()bd圓角半徑22030.88943.51.1452.52531.12441.45933031.37341.78634.51.6563.63642.16352.65431.85244042.42252.9764.5453452.0882.73653.36963.98532.33255045.53.05953.77064.46532.6245.656463.44654.25186.56843.90754.8226.363675.72187.469109.15144.37255.397770686.40677.39888.373型號尺寸()理論質量()bd圓角半徑55.81866.9057.57577.97689.03010911.08956.21167.37688078.52589.6581011.87468.35079.65699081010.9461013.4761215.94069.366710.830812.27610100101215.1201217.8981420.6111623.257第四章巖土工程地質參數(shù)第一節(jié)巖石分類4.2.1巖石堅硬程度的定性劃分名稱單軸抗壓強度()定性鑒別代表性巖石硬質LLr石堅硬巖>60錘擊聲音清脆，有回彈，震手，難擊碎。浸水后，大多無吸水反應。未風化?微風化的：花崗巖、正長巖、閃長巖、安山巖、輝綠巖、玄武巖、片麻巖、石英巖、石英片巖、石英砂巖、硅質板巖、硅質膠結的礫巖、硅質石灰石等。較堅硬巖60?30錘擊聲音較清脆，有輕微回彈，稍震手，較難擊碎。浸水后，有輕微吸水反應。1、 弱風化的堅硬巖；2、 未風化?微風化的：燒結凝灰石、板石、白云巖?、石灰?guī)r、鈣質膠結的砂巖。軟質LLr石較軟巖30?15錘擊聲音不清脆，無回彈，較易擊碎。浸水后，指甲可刻出印痕。1、 強風化的堅硬巖；2、 弱風化的較堅硬巖；3、 未風化?微風化的：凝灰?guī)r、千枚巖、粉砂巖、頁巖、泥灰?guī)r、砂質泥巖、泥質砂巖。軟巖15?5錘擊聲啞，無回彈，有凹痕，易擊碎。浸水后，手可掰開。1、 強風化的堅硬巖；2、 弱風化?強風化的較堅硬巖；3、 弱風化的較軟巖；4、 未風化的泥巖等。極軟巖V5錘擊聲啞，無回彈，有較深凹痕，手可掰開。浸水后，可捏成團。1、 各種全風化巖石；2、 各種半成巖。4.2.2巖石名稱分類

一級分類二級分類三級分類四級分類火成LLr石超基性巖橄欖巖一輝巖類純橄欖巖、橄欖巖、輝巖基性巖輝長巖一玄武巖類輝長巖、蘇長巖、輝長蘇長巖、橄長巖、斜長巖、輝綠巖、輝綠玢巖、輝長輝綠巖、玄武巖、細碧巖中性巖閃長巖一安山巖類閃長巖、石英閃長巖、輝長閃長巖、花崗閃長巖、安山巖、玢巖正長巖一粗面巖類正長巖、二正長巖、粗面巖、正長斑巖堿性巖霞石正長巖一響巖類霞石正長巖、粗粒霞石正長巖、云石正長巖、磷霓霞石巖、響巖、正長響巖酸性巖花崗巖一流紋巖類花崗石、黑云、白云母花崗石、二云母花崗石、花崗斑巖、流紋巖、石英斑巖、松脂巖、黑曜巖、浮石脈巖細晶巖、偉晶巖、煌斑巖沉積LLr巖碎屑巖正常沉積碎屑巖角礫巖、礫巖、砂巖、粉砂巖、頁巖火成碎屑巖凝灰石、火山角礫石、層凝灰石、凝灰質石、化學巖及生物化學巖鐵質沉積巖、錳質沉積巖、鋁土礦、磷灰?guī)r、鹽類、石灰?guī)r、白云巖、白堊、泥灰?guī)r、板狀矽藻土、泥矽巖、矽華可燃性有機巖泥碳煤、油頁巖或瀝青頁巖、石油變質LLr巖片麻石黑云母片麻巖、白云母片麻巖、二云母片麻巖、矽線片麻巖、堇青片麻巖、藍晶片麻巖、十字石片麻巖、石榴石片麻巖、絹云母鈉長石片麻巖、石墨片麻巖結晶片巖云母片巖、石英片巖、石墨云母片巖、黑云母片巖、白云母片石、二云母片石、千枚石、綠泥片石、滑石片巖角閃巖、大理巖、角閃巖凝灰?guī)r石墨大理巖、綠色大理巖石英巖石英巖片麻石英巖、云母石英巖、絹云母及鐵質石英巖角頁巖、碧玉交代蝕變的LLr巖石矽嘎巖云英巖黃鐵細晶巖蛇紋巖滑石菱、鎂片巖次生石英巖

第二節(jié)地質年代表界（代）系（紀）統(tǒng)（世）符號經(jīng)歷年數(shù)（萬年）距今年數(shù)（萬年）地殼運動時代新生界（代）第四系（紀）全新統(tǒng)上更新統(tǒng)中更新統(tǒng)下更新統(tǒng)Q4Q3Q2Q100100喜馬拉雅運動人類時代第三系（紀）上新統(tǒng)中新統(tǒng)漸新統(tǒng)始新統(tǒng)古新統(tǒng)R1N2N1E3E2E59006000獸類時代中生界（代）白堊系（紀）上白堊統(tǒng)（世）下白堊統(tǒng)（世）1K2K700013000燕山運動爬行動物時代—恐龍時代侏羅系（紀）上侏羅統(tǒng)（世）中侏羅統(tǒng)（世）下侏羅統(tǒng)（世）1J3J2J250015500三迭系（紀）上三迭統(tǒng)（世）中三迭統(tǒng)（世）下三迭統(tǒng)（世） 1—T3T2T300018500古生界玳上古生界低二迭系（紀）上二迭統(tǒng)（世）下二迭統(tǒng)（世） 1—P2P250021000海西運動成煤時代石炭系（紀）上石炭統(tǒng)（世）中石炭統(tǒng)（世）下石炭統(tǒng)（世） 1—C3C2C550026500泥盆系（紀）上泥盆統(tǒng)（世）中泥盆統(tǒng)（世）下泥盆統(tǒng)（世） 1—D3D2D550032000魚時代古生界玳下古生界低志留系（紀）上志留統(tǒng)（世）中志留統(tǒng)（世）下志留統(tǒng)（世）1S3S2S400036000加里東運動無脊椎動物時代奧陶系（紀）上奧陶統(tǒng)（世）中奧陶統(tǒng)（世）下奧陶統(tǒng)（世）1O3O2O800044000寒武系（紀）上寒武統(tǒng)（世）中寒武統(tǒng)（世）下寒武統(tǒng)（世） 1—e3e2e800052000元古界（代）震旦系（紀）下震旦統(tǒng)（世）中震旦統(tǒng)（世）下震旦統(tǒng)（世） Z3Z2Z 1 6000011200呂梁運動原始單細胞生物時代太古界（代）五臺系（紀）2190000202000五臺運動無生物時代秦山系（紀）

第三節(jié)土的物理性質指標土的物理性質指標表名稱符號表達式單位常見值換算公式密度重度PYP，Y=10P331.6?2.216?22P=Pd（1）Y=Yd（1）比重砂土2.65?2.69粉土2.7?2.71粘性土2.72?2.75含水量wm—^X100ms%砂土（0?40）%粘性土（20?60）%（匕-1）X100%yd孔隙比e砂土0.5?1.0粘性土0.5?1.2（1）孔隙度n100X%（30?50）%（二）X100%1+e飽和度0?1干密度干重度PdLPY10P,d 331.3?213?20飽和密度Pm+m+vpV31.8?2.3飽和重度YY10P318?23砂性土的相對密實度匕廣°maxmin一砂土的相對密實度—最大孔隙比一最小孔隙比e一砂土天然狀態(tài)的孔隙比

第五節(jié)廣東省常見土質的物理力學性質指標經(jīng)驗值土類型容重Y(a)天然含水量W(%)天然孔隙比e抗剪強度變形棋里E0()壓縮系數(shù)a1-2(1)泊松比M內(nèi)聚力C()內(nèi)摩擦角中(°)雜填土砂質粘土類8?1210?15建筑垃圾類粉細砂類淤泥15-1740-1001.0-2.34?104?80.6?1.51200-3500淤泥質土10?158?124?8粉質粘土軟塑15?2516?2215?220.35可塑0.30硬塑35?5024?2635?600.25堅硬粘土軟塑0.40可塑0.35硬塑0.30堅硬0.25細砂稍密024?2820?30中密密實0.30中砂稍密028?3235?45中密密實0.25粗砂稍密032?3440?60中密密實0.20強風化巖泥巖(軟巖)80?12026?3080?150硬質巖中風化巖泥巖(軟巖)200?30032?361000?2000硬質巖第五章常用灌漿材料配制第一節(jié) 漿材配制計算公式（一）、黏土漿、水泥漿1、按漿材設計重度配制Gn（P巧一P,〃）yG-1nj式中：一每配1m3黏土漿所需黏土（風干）質量一黏土或水泥的相對重度（比重）P一所配漿液的重度G）Pw一水的重度一所配漿液的體積，1m3（1）.水泥漿液P/（1+a）MaMC式中：——水泥（干）量（t） 水量（m3）——水泥相對密度（約3.0?3.2）,425#水泥取3.1。P——水的密度（1.03）w——欲配水泥漿液體積（m3）a水灰比P——水泥漿液的密度PPw（1+a）/（1+a）二Me（1+aG「/Gcpw2、按水土比配制1+Gaa式中：一每配1m3黏土漿所需的水質量a一水土比3、濃漿變?。?） 、按漿材重度改變△Py—七VP.-P^y式中：△一降低濃度時的加水量P『一原漿液的重度P。一要配漿液的重度一原漿液的總體積（2） 、按水土（灰）比改變式中：a］一原水土（灰）比a2一改變后水土（灰）比4、稀漿變濃（1）、按漿材重度改變△Gn（VP,）PwXVp._GP y式中：△一增大濃度時的加土量（2）、按水土（灰）比改變△ai一氣Xwa n25、漿材重度和體積計算PGnP.(1+a)P+aGW(1+aG)^XV^(二)、水泥黏土漿p/()p/()p/()式中：為水泥：黏土：水的百份比。己知漿材重度及水泥和黏土的比例，求各材料的用量:p/Gc/Gn/p可=1黏土漿配料表(黏土密度G2=2.63)濃度等級序號水土比用水量()黏土用量()配成漿量(L)黏土含量()漿液密度(3)I2.5:1250100288.50.3471.213II2:1200100238.40.4191.258m1.5:1150100188.50.5311.326W1.4:1140100178.50.5601.346V1.3:1130100168.50.5931.365可1.2:1120100158.50.6311.388w1.15:1115100153.50.6511.401例1.1:1110100148.50.6731.414IX1.05:1105100143.50.6971.429X1:1100100138.50.7221.444XI0.9:190100128.50.7781.479XU0.8:180100118.50.8481.519xm0.7:1140200216.90.9221.568XW0.6:1120200196.91.0161.625

配1m3黏土漿的水和黏土用量用、\密，x度里 度漿密度加水量（）加土量（）2.42.52.62.72.42.52.62.71.109299339379411711671631591.208578678758823433333253181.258218338448534294174063971.307868008128245145004884761.357507677817946005835695561.407147337507656866676506351.456797007197357717507317151.506436676877068578338137941.556076336566769439178948741.60571600625647102910009759531.655675946181083105610321.7056358811381112

水泥漿(帷幕灌漿)配料表(水泥密度G1=3.13)濃度等級序號水灰比水泥含量()相鄰比級水泥量()漿液密度(3)每攪拌桶情況水泥()漿量(L)15:10.1881.12750265.96II3:10.3010.1131.20475249.17III2:10.4310.1301.291100232.02IV1.5:10.5490.1181.372125227.69V1.3:10.6160.0671.417150243.51VI1.2:10.6570.0411.445150228.30VII1.1:10.7030.0461.476175249.93VIII1:10.7560.0531.512175231.48IX0.9:10.8180.0621.554200244.50X0.8:10.8910.0731.603200224.47XI0.7:10.9780.0871.662250255.62XII0.6:11.0840.1061.734250230.63XIII0.55:11.1460.0621.776250218.15

XIV0.5:11.2160.0701.824250205.59XV0.451.2940.0781.877300231.84漿液水灰比、值、水玻璃濃度對漿液性能的影響水玻璃濃度40B’e水泥漿與水玻璃體積比(1:1)凝結時間()抗壓強度()水玻璃濃度B’e抗壓強度()7d28d7d14d28d0.61:11:4617.621.6350.5017.420.020.21:0.81:2119.823.80.7514.413.214.81:0.61:0021.823.71.007.38.514.01:0.40:3714.018.31.253.24.05.80.751:11:5812.716.61.501.22.02.81:0.81:2916.021.0400.5020.424.424.81:0.61:0.617.921.80.7511.617.718.51:0.41:4414.115.81.004.410.611.31.01:12:102.212.81.250.94.49.01:0.81:409.413.01.500.50.92.31:0.61:1511.516.0450.5024.525.025.31:0.40:5211.814.80.758.216.919.21.51:13:550.65.21.002.96.911.31:0.82:581.57.01.250.52.65.81:0.62:0.86.88.31.500.30.60.81:0.41:287.610.3第六章常用計算公式和計量單位第一節(jié)常用計算公式一、 體積1、 球體體積nR3.4/32、 圓錐體積nR233、 棱錐34、 棱臺(S]+S2+JS停35、 擬柱體(Si+S2+4So)66、 圓臺(Ri2+R22+RiR2).n3二、 鋼管砼豎向承載力設計值《鋼管砼結構設計與施工規(guī)程》28—90(1頂0)9 豎向承載力設計值9 套箍系數(shù)——砼抗壓強度設計值——鋼管抗壓強度設計值——砼截面積

——鋼管截面積第二節(jié)常用法定計量單位與法定計量單位的關系國際單位制()的基本單位量的名稱單位名稱單位符號長度米m質量千克(公斤)時間秒S電流安［培］A熱力學溫度開［爾文］K物質的量摩［爾］發(fā)光強度坎［德拉］國際單位制()的輔助單位量的名稱單位名稱單位符號平面角立體角弧度球面度用于構成十進倍數(shù)和分數(shù)單位的詞頭所表示的因數(shù)詞頭名稱詞頭符號所表示的因數(shù)詞頭名稱詞頭符號1018艾［可薩1E10-1分D1015拍［它］P10-2厘C1012太［拉］T10-3毫M109吉［咖］G10-6微M106兆M10-9納［諾］n103千k10-12皮［可］P102百h10-15飛［母托］f101十10-18阿［托］a

國際單位制()中具有專門名稱的導出單位量的名稱單位名稱單位符號其它表示式例頻率赫［茲］1力;重力牛［頓］N壓力;壓強;應力帕［斯卡］2能量；功；熱焦［耳］J功率;輻射通量瓦［特］W電荷量庫［侖］CA.s電位；電壓；電動熱伏［特］V電容法［拉］F電阻歐［姆］Q電導西［門子］S磁通量韋［伯］磁通量密度，磁感應強度特［斯拉］T2電感亨［利］H攝氏溫度攝氏度°C光通量流［明］光照度勒［克斯］2放射性活度貝可［勒爾］1吸收劑量戈［瑞］劑量當量希［沃特］

國家選定的非國際單位制單位量的名稱單位名稱單位符號換算關系和說明分160s時間［?。輹rh1603600s天［日］d12486400s［角］秒(〃)1〃=(n/648000)(n為圓周率)平面角［角］分()1'=60〃=(n/10800)度(°)1°=60'=(n/180)0.0174533旋轉速度轉每分1(1/60)1長度海里N1n1852m（只用于航程）速度節(jié)11n（1852/3600）（只用于航行）質量噸原子質量單位tu1103kg1ue1.6605655X10』kg體積升L,(l)1L=13=10-3m3能電子伏1^1.6021892X10-19；級差分貝線密度特［克斯］tex11g用于構成十進倍數(shù)和分數(shù)單位的詞頭所表示的因數(shù)詞頭名稱詞頭符號所表示的因數(shù)詞頭名稱詞頭符號1018艾［可薩1E10-1分D1015拍［它］P10-2厘C1012太［拉］T10-3毫M109吉［咖］G10-6微M106兆M10-9納［諾］n103千k10-12皮［可］P

102百h10-15飛［母托］f101十10-18阿［托］a計量單位符號的常見錯誤量的名稱單位名稱正確的符號錯誤或不恰當?shù)姆柷组L度米毫米mM英寸(〃)平方公里2面積平方碼2平方英寸2立方米m3體積立方厘米毫升3.立方英尺3年a時間小時分h()秒s,(〃)千米每秒速度英寸每秒英尺每秒英里每小時壓力、壓強、應力巴磅力每平方英寸2b轉速轉每分鐘單位名稱單位符號換算系數(shù)備注單位名稱單位符號換算系數(shù)備注直角L1.570800.5n磅達0.138255N12岡(g)0.01570800.9°磅力4.44822N碼0.9144m3千磅力4448.22N英尺0.3048m12千克力每平方厘米298.06651英寸0.0254m2.54千克力每平方米29.80665平方碼20.836127m292工程大氣壓98066.512平方英尺20.0929030m21442標準大氣壓101325760平方英寸26.451X1052磅力每平方英寸26894.761442立方碼30.764555m3273磅力每平方英尺247.88030.04788立方英尺30.0283168m317283巴1000.1立方英寸31.638X10-5m3千磅力每平方英尺247880.3英噸(長噸)()1016.052240英噸力每平方英寸21.5443X10722402短噸907.1852000英噸力每平方英尺21.0725X10522402克力9.8066X10-3N短噸力每平方英尺295760.520002千克力9.80665N磅每立方英寸327679.93噸力9806.65N磅每立方英尺316.01853短噸力8896.44N2000千克力每立方米39.806653英噸力9964