岩石力学与工程学报
巖石力學與工程學報
암석역학여공정학보
CHINESE JOURNAL OF ROCK MECHANICS AND ENGINEERING
2013年
1期
143-149
,共7页
林达明%袁广祥%尚彦军%柳侃%张彬
林達明%袁廣祥%尚彥軍%柳侃%張彬
림체명%원엄상%상언군%류간%장빈
岩石力学%地质强度指标%岩体结构%地基极限承载力%节理
巖石力學%地質彊度指標%巖體結構%地基極限承載力%節理
암석역학%지질강도지표%암체결구%지기겁한승재력%절리
rock mechanics%geological strength index(GSI)%rock mass structure%bearing capacity of rock foundation%joint
地质强度指标(GSI)是Hoek-Brown准则中重要的参数,由于缺乏可具体测量的典型参数,GSI的取值主观性很强.基于工程钻探勘察中对片麻岩岩芯的研究,用野外典型完整岩芯照片和节理面照片代替GSI图里岩体结构的素描图,提出完整岩芯长度指标(RCL)和节理条件(Jc)两参数辅助GSI量化研究;最终建立一个直观的基于岩芯分级的通用GSI图.该GSI图与E. Hoek的方法相比主观误差小,根据该图计算出来的地基极限承载力与地勘单位建议值相比差值很小、精度高,该表可在场地钻探初期岩体力学参数的估算中推广使用.
地質彊度指標(GSI)是Hoek-Brown準則中重要的參數,由于缺乏可具體測量的典型參數,GSI的取值主觀性很彊.基于工程鑽探勘察中對片痳巖巖芯的研究,用野外典型完整巖芯照片和節理麵照片代替GSI圖裏巖體結構的素描圖,提齣完整巖芯長度指標(RCL)和節理條件(Jc)兩參數輔助GSI量化研究;最終建立一箇直觀的基于巖芯分級的通用GSI圖.該GSI圖與E. Hoek的方法相比主觀誤差小,根據該圖計算齣來的地基極限承載力與地勘單位建議值相比差值很小、精度高,該錶可在場地鑽探初期巖體力學參數的估算中推廣使用.
지질강도지표(GSI)시Hoek-Brown준칙중중요적삼수,유우결핍가구체측량적전형삼수,GSI적취치주관성흔강.기우공정찬탐감찰중대편마암암심적연구,용야외전형완정암심조편화절리면조편대체GSI도리암체결구적소묘도,제출완정암심장도지표(RCL)화절리조건(Jc)량삼수보조GSI양화연구;최종건립일개직관적기우암심분급적통용GSI도.해GSI도여E. Hoek적방법상비주관오차소,근거해도계산출래적지기겁한승재력여지감단위건의치상비차치흔소、정도고,해표가재장지찬탐초기암체역학삼수적고산중추엄사용.
Geological strength index(GSI) is an important parameter of Hoek-Brown criterion. However,there are not any typically measurable parameters during determination of GSI,which leads to the highly subjective value of GSI. Based on the study of rock mass of detailed geotechnical investigation in the region where is abundant of gneiss,the authors propose that a quantitative analysis method should be used to GSI,according to the parameters such as rock core length(RCL) and Jc,and trying to utilize the photos of the intact core in the field site to substitute the sketch of rock mass structure in GSI,Ultimately,the authors set up a new generalized GSI. In terms of the contrast of calculation of ultimate bearing capacity for rock foundation by the authors and the values given by the unit of investigation,the authors find that the results fit well and the precision is high,which means it is scientific of these charts.