建筑边坡规范

[e-mail]50330-2002@UDCPGB50[e-mail]50330-2002@TechnicalcodeforbuildingslopeengineeringGB50330-2002:::[e-mail]50330-2002@[2002]1290000[2002]85GB503302002200[e-mail]50330-2002@0000[2002][e-mail]50330-2002@18292.192.2113133.1133.2133.3143.4163.5173.6184204.1204[e-mail]50330-2002@7.1337.2337.3367.4377.5388408.1408.2408.3428.4439449.1449.2449.3459.446104710.14710.24710.34[e-mail]50330-2002@135513.15513.257145914.15914.259156015.16015.26015.36115.4611[e-mail]50330-2002@11.0.11.0.21.0.31.0.430m15m1.0[e-mail]50330-2002@22.12.1.1buildingslope2.1.2sloperetaining2.1.3slopeenvironment2.1.4permanentslope22.1.5temporaryslope22.1.6anchorbarrope2.1.7retainingwallwithanchors2.1.8anchor-plateretaining2.1.9gravityret[e-mail]50330-2002@2.1.12landslideduetoengineering2.1.13dangerousrock2.1.14collapse2.1.15weakStructuralplane2.1.16out-dipstructuralplane2.1.17landslipeZoneofslope2.1.18theequativeangleofinternalfriction2.1.19constructionmethodfrominformation2.1.20methodofinformationdesign2.1.21topdownconstructionmethod2.1.22an[e-mail]50330-2002@2.1.25importantconstructionontopofs[e-mail]50330-2002@[e-mail]50330-2002@33.13.[e-mail]50330-2002@10H15H10123.2.21233.2.3θtgHL=(3.2.3)LmHm45/[e-mail]50330-2002@[e-mail]50330-2002@563.43.4.1123453.4.23.4.33.4.43.4.43.4.4H(m)[e-mail]50330-2002@[e-mail]50330-2002@3.5.23.5.33.5.43.5.510[e-mail]50330-2002@[e-mail]50330-2002@[e-mail]50330-2002@1234564.2.24.2.312345674.2.44.2.54.2.5224.2.5(m)[e-mail]50330-2002@[e-mail]50330-2002@4.4.2l20015001200.4.4.3123454.4.44.4.54.54.5.1GB/T502664.5.14.5.1()c(MPa)[e-mail]50330-2002@64.5.24.5.24.5.21mm13mm13mm3mm13mm13mm4.5.34.5.44.5.44.5.40.900.950.800.850.850.900.750.804.5.54.5.54.5.5e()[e-mail]50330-2002@55.15.1.112345.1.25.1.35.25.2.15.2.2123455.2.3iiSTRK=[e-mail]50330-2002@Ti=GiGbisiniPwicosi-i5.2.3-3RiNitgicili5.2.3-4KsciikpaiiliimiiiGiikNmGbiikNmPWiikNmNiikNmTiikNmRiikNm5.2.4Ks=sincosrVActgrV+ϕ5.2.4kNm3ckPaAm2Vm35.2.51Ks=nniiinniiiTTRR+…+…−+−+1111ϕϕϕϕϕϕi=1,2,3,,n-15.2.51iiiiiitgϕθθθθϕ)sin)cos(11++−−−=[e-mail]50330-2002@5.2.612iPwi)(21siniiiwwiVrPθα+=[e-mail]50330-2002@66.16.1.16.1.26.26.2.1iijjjoikKqhre01)(∑=+=6.2.1eoikkNm2rjjkNm3hjjmqkN/m2Koi6.2.20.340.450.50.76.2.36.2.3aakKrHE221=(6.2.3-1)[]{}ϕαηβϕβαδϕβαϕαµβϕδϕδαβαδϕβααβαcossin)sin()sin(2)cos(cossin2)sin()sin()sin()sin()(sinsin)sin(22+−+−−−++−++−+−−++=qqaKKK(6.3.3-2))sin(cossin21βαβα++=rHqKq(6.2.3-4)[e-mail]50330-2002@rHc2=η(6.2.3-4)EakkNmKaHmrkNm3CkPaqkNm26.2.36.2.300.330.500.670.330.500.671.006.2.4aiiaiijjjaikKcKqhre21−+=∑=6.2.4eaikkN/m2eaikOeaik=0KaiKaitg245-i/[e-mail]50330-2002@piipiijjjpikKcKqhre21−+=∑=(6.2.5)epikkN/m2KpiKpitg245-i/26.2.6123c4satC6.2.76.2.66.2.86.2.8aakKrHE221=(6.2.8-1)−−+×−+−+=αδηαδθθαδθδαβαsincossin)sin()sin()sin()sin(2RRRaK(6.2.8-2)RR=0.33R=0.56.2.9B6.36.3.16.2.1KOvvK−=10(6.3.1)[e-mail]50330-2002@6.3.2KrHEak221=6.3.2-1[]ssqsaKKϕαηϕθθαβθϕθδααβαcossin)sin()sin()sin()sin(sin)sin(2−−+×−−+−+=(6.3.2-2)rHcs2=η(6.3.2-3)CskPasKq6.2.3-30.330.5o6.2.3.6.3.36.3.3)cos(cos)(ssssakLcGtgEϕθϕϕθ−−−=(6.3.3)GkNmLmCskPas6.3.4145/[e-mail]50330-2002@45/236.3.245/2126.3.56.46.3.46.46.4.16.4.10.5HE00.5H1.0HEa=)(210aEE+1.0HEa0.5HE0=1E0E01.31.4Ea0.5HEa1E[e-mail]50330-2002@77.17.1.17.1.27.1.312wL50%3Dr0.37.1.4127.1.5C1237.1.6D7.27.2.1αcostkakHN=(7.2.1-1)Na=rQNak(7.2.1-2)NakkNN