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发布时间:2023-09-27 00:18:22   来源:文档文库   
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传播优秀Word版文档,希望对您有帮助,可双击去除!在岩石的弹性工作范围内,μ一般为常数,但超越弹性范围以后,μ随应力的增大而增大,直到μ=0.5为止。岩石种类闪长岩细粒花岗斜长花岗斑状花岗花岗闪长石英砂岩片麻花岗正长岩片岩玄武岩安山岩绢云母页花岗岩细砂岩中砂岩中灰岩石英岩板状页岩粗砂岩片麻岩页岩大理岩炭质砂岩泥灰岩石膏E(104次方MPa10.102111.75658.12018.20656.10877.39845.49385.75375.56055.83025.31055.86855.08005.41644.83875.31044.32987.01294.13669.62063.84827.69653.3677μ0.260.370.240.290.190.220.130.230.200.230.120.140.160.180.180.260.120.250.230.320.210.32--0.170.360.150.520.100.220.180.350.120.27--0.100.450.200.340.090.350.060.350.080.250.300.400.3泊松比0.15-0.200.20-0.250.251/32.98236.10872.79004.76222.57824.03082.40563.82961.79466.93741.73192.11631.6642~4.03061.4043~5.51251.2503~4.11790.962~7.48270.5482~2.07810.3658~0.73160.1157~0.7698土的泊松比土的种类和状态碎石土砂土粉土
传播优秀Word版文档,希望对您有帮助,可双击去除!粉质粘土粘土坚硬状态可塑状态软塑或流动坚硬状态0.250.30.350.252/3

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