| 1. | Constitutive failure of rock - soil mass and its fold catastrophic model
岩土介质的本构失稳与折迭突变模型 |
| 2. | Experimental investigation on movement of deep soil mass caused by pipe jacking
顶管施工引起深层土体移动的试验研究 |
| 3. | Analysis for the internal force of pile capping beam considering continuity of soil mass
考虑土体连续性的桩基承台梁内力分析 |
| 4. | Distribution law of forces between the anti - sliding pile and the surrounding soil mass
抗滑桩与周围岩土体间相互作用力的分布规律 |
| 5. | Test and research on sonic wave approach to decide consolidation time of grouted soil mass
用声波法判定注浆土体固结时间的试验研究 |
| 6. | 3d finite element simulation on deformation of soil mass during shield tunneling
地铁隧道盾构法施工过程中地层变位的三维有限元模拟 |
| 7. | Systematic frame of dynamics of rock and soil mass and the research on some application problems
岩土体动力学体系框架及若干问题的研究与应用 |
| 8. | Rheidity phenomena and shaft lining mechanics model of drainage and compression in upper soil mass
底部含水层疏水时表土层的流变作用及井壁受力模型 |
| 9. | The farther from drainage surface the soil mass , the more significant the phenomenon of the delay
离排水面越远的土体，其有效应力滞后发展的现象越显著。 |
| 10. | Top soil masses of dam slope soak and produce wetting more easily than low soil of slope in spite of rainfall intensity
不管降雨强度如何，坝顶和坝坡中上部比坡体的中下部更容易受降雨浸湿。 |
