| 1. | The number on the curves are the values of the confining pressure in atmosphere .
曲线上的数字表示围压的大气压值。 |
| 2. | Measurement of in - situ stresses by kaiser effect under confining pressures
利用围压下岩石的凯泽效应测定地应力 |
| 3. | Generalized equivalent confining pressure and limited balance conditions 0f reinforced laterite
加筋红土的广义等效围压和极限平衡条件 |
| 4. | Experimental study of the laws between the effective confirming pressure and rock permeability
低渗透岩石渗透率与有效围压关系的实验研究 |
| 5. | Theoretical analysis of relationship between stress and strain in consideration of confining pressure and pore pressure of rock sample
考虑围压及孔隙压力的岩石试件应力与应变关系解析 |
| 6. | Experimental studies and microcosmic mechanics analysis on marble rupture under high confining pressure and high hydraulic pressure
高围压高水压条件下大理岩断口微观机理分析与试验研究 |
| 7. | ( 6 ) the permeability tests for sandstone and granite with a single fracture were conducted in the process of loading - unloading for confining pressure
( 6 )进行了围压升降过程中砂岩岩样和单裂隙试件的渗透率试验。 |
| 8. | It was analyzed the rule of the dynamic characters of sandy pebble soil under different confining pressure , consolidation ratio and vibration frequency
主要分析不同围压、不同固结比和不同振动频率对砂卵石土的动荷载影响的变化规律。 |
| 9. | The development of shear band was researched by analyzing the confining pressure - time history , volumetric curve and displacement field of pfc model
通过分析围压时步曲线、体变曲线和不同阶段的颗粒位移场的变化规律，研究了剪切带的形成与发展规律。 |
| 10. | This paper presents the experiment of compressibility , porosity and permeability by using artificial cores on which different confining pressures are put
研究过程中采用实际人造岩心，从实验角度经过反复升降围压实验对岩石压缩系数、孔隙度及渗透率进行了测试。 |
