| 1. | The collapsibility on intact and reshaped loess
原状黄土和重塑黄土的湿陷性 |
| 2. | Dynamic deformation characteristics of intact loess under different water content
不同含水量下原状黄土的动力变形特性 |
| 3. | Experimental investigation of shear strength characteristics of intact loess in lanzhou
兰州原状黄土剪切强度特性的试验研究 |
| 4. | Discrimination of the original loess and disturbed loess is compared and explained
比较并解释了原状黄土和扰动黄土湿陷性的差别。 |
| 5. | The compression test and triaxial test of the original loess and remolded loess are carried out
本文进行了原状黄土和重塑黄土的压缩和三轴试验。 |
| 6. | The influence of the structure strength of the original loess to its collapsibility and the triaxial damage form is analyzed
分析了原状黄土的结构强度对其湿陷性和三轴剪切破坏的影响。 |
| 7. | The shear strength curve and compressed curve and soil - water characteristic curve as well as triaxial stress - strain curve of intact loess were obtained
得到了原状黄土的抗剪强度曲线、土-水特征曲线、压缩曲线及三轴应力应变曲线。 |
| 8. | A series of consolidated un - drained triaxial tests with equal consolidation ratio and equal shear are done for undisturbed loess q3 samples from longxi region of gan - su province
摘要用总应力法研究了应力路径对陇西q3原状黄土的固结不排水剪强度的影响。 |
| 9. | Based on the analysis , the deforming process of the intact loess is divided into three stages because of its special structure . in the first stage , its original structure is intact on the whole
分析得知：原状黄土由于结构性的影响，其变形可以明显的分为三个阶段：结构基本完好阶段、结构破坏阶段、重塑阶段。 |
| 10. | In this paper , the structure characteristics and the dynamic behavior of loess are studied by the static and dynamic tests of intact loess , man - made loss and man - made cement structural loess in laboratory
本文通过原状黄土、重塑黄土、人工结构性黄土的静、动力学试验对黄土的结构性及其动力特性作了进一步探讨。 |
