| 1. | Study on classification of granite residual soils
花岗岩残积土的分类研究 |
| 2. | Engineering characteristics of cutting slope of granite residual soil
花岗岩残积土开挖边坡的工程特性 |
| 3. | A study on calving property and softening damage parameter of grs
花岗岩残积土的崩解性及软化损伤参数研究 |
| 4. | Effect of microfissure in residual soil from granite to stability of pit
花岗岩残积土中微裂隙对基坑安全的影响 |
| 5. | Discussion about the geotechnical character of granite residual soil in fujian province
浅谈福建省花岗岩残积土的岩土工程地质特性 |
| 6. | Investigation on failure of granitic residual slope by using centrifugal model test
用离心模型试验研究花岗岩残积土边坡的破坏特性 |
| 7. | Most slope failures are caused by the infiltration of rainwater into a slope
广泛存在于我国南方大部分地区的残积土等粘性土土坡，常在雨季发生滑坡。 |
| 8. | The train of thought on adopting granite residual soil as the bearing course in local areas of the gravity wharf for dachanwan port area container wharf phase project in shenzhen port is expounded
摘要介绍深圳港大铲湾港区集装箱码头一期工程重力式码头局部位置采用花岗岩残积土作为持力层的设计思路。 |
| 9. | The reason for the failure of loosely residual soil slopes triggered by rainfall is that the contractive failure caused by the penetration of rainfall , giving rise to a high excess pore pressure which reduces shear strength of the soil . the soil is prone to flow slide after failure under the action of gravity due to its high moistu re content
蒋家沟地区坡残积土斜坡在暴雨条件下的破坏是由于降雨入渗导致土体发生剪缩破坏，破坏后土体的孔隙水压力升高形成超孔隙水压力、土体强度降低、破坏迅速扩展所致，因而大多数斜坡呈流滑型破坏并具有突然性破坏特点。 |
