通过对比分析碎石土加筋前后高压大三轴饱和固结排水试验结果，研究碎石土加筋的抗剪强度特性。
A research about the shear strength of gallet is carried out by comparison of the outcomes of high pressure and large scale triaxial tests of reinforced and unreinforced gallet.
介绍了稳态强度理论的基本概念、稳态强度的固结不排水剪切试验方法及试验结果；
The steady state strength concepts, the consolidated-undrained triaxial shear test method and the test results are introduced.
本文介绍了上海菜工程地基饱和粘土的无侧限试验、直剪试验及三轴不固结不排水试验的结果。
This paper introduces the results of unconfined compression test, direct shear test and unconsolidated undrained triaxial test for saturated clay at a site in Shanghai.
对兰州原状黄土不同剪切方位、不同含水量试样进行了一系列常规三轴不固结不排水剪切试验研究。
Based on the tri-axial test results, the influence of water content and shearing bearings on Lanzhou s loess shear strength parameters.
针对目前淤泥类软土的处理现状，提出了饱和淤泥爆炸排水固结处理软土地基的方法，并用试验证实了这种方法的可行性。
In this paper, a new method for squeezing out water from saturated ooze and consolidating the soft foundation by blasting was proposed.
对试样的相对压实度、初始含水量、应变速率、固结比、试样的重塑、排水条件因素等对稳定状态的影响进行了试验研究 。
The effect of relative compaction, initial moisture content of specimens, strain rate, consolidation ratio and reconstitution of specimens and drainage condition are investigated.
在固结不排水试验中，试样在固结压力下固结到一定的含水量，然后不排水剪切。
In the consolidated-undrained test, the specimen has been consolidated to a certain water content under the consolidation pressure and then sheared with constant water content.
对正常固结饱和粘土的三轴不排水压缩试验结果进行了分析。
Analyses were carried out of the undrained triaxial compression test results of several normally consolidated saturated clays.
通过对不同配比的粘土-水泥浆液结石体的室内无侧限抗压强度试验以及三轴固结不排水试验，揭示了各因素对粘土-水泥浆液结石体性质的影响。
Through the unconfined compression test and triaxial rigidity test without drain, the authors studied the properties and influence of different formula for the clay-cement grout.
应用大型平面应变仪，进行了灰岩及细砂岩两种堆石的风干料及饱和固结排水平面应变试验。
The rockfill materials of limestone and fine sandstone were tested by large scale plane strain apparatus in air dry and saturated state respectively.
通过应力控制固结不排水三轴试验，研究了饱和黄土的稳态强度特性及超固结对其不排水性状的影响。
Steady state strength and undrained behavior of saturated loess are studied under stress-controlled undrained triaxial consolidation experiments.
通过应力控制固结不排水三轴试验，研究了饱和黄土的稳态强度特性及超固结对其不排水性状的影响。
Steady state strength and undrained behavior of saturated loess are studied under stress-controlled undrained triaxial consolidation experiments.
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