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颗粒破碎对钙质土力学特性的影响
Influences of particles crushing on mechanical properties of calcareous soil
【摘要】 南中国海广泛分布着生物碎屑成因的钙质土。以相对破碎 Br 为颗粒破碎的评价指标,在三轴试验条件下,分析了颗粒破碎对钙质土最大有效主应力比(σ′1/σ′3)max、最大有效八面体应力比(q/p′)max、八面体剪应变ε5和抗剪强度指标φ′的影响。
【Abstract】 There are so many calcareous soils formed by biogenic scraps in South China Sea.Taking the relative breakage Br,as evaluation index of particles crushing,the influences of particles crushing on the maximum effective principal stress ratio (σ′1/σ′3)max,maximum effective octahedral stress ratio (q/p′)max,octahedral shearing strain εs and shearing strength index Φ′ have been analyzed under the condition of triaxial tests.
【关键词】 钙质土;
颗粒破碎;
力学性质;
本构模型;
【Key words】 calcareous soil; particles crushing; mechanical propertics; constitutive model;
【Key words】 calcareous soil; particles crushing; mechanical propertics; constitutive model;
【基金】 “九·五”国家重点科技攻关计划项目;“南沙海区珊瑚礁工程地质和工程动力环境评价”专题(编号97-926-03-02)
- 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2002年S1期
- 【分类号】TU43
- 【被引频次】29
- 【下载频次】377