1. Quaternary upper Pleistocene Series residual soil and slope washes.

2. The engineering geological properties of Yanshanian granitic residual soil in South Fujian are determined by its composition and texture that is dominated by weathered intensity of its mother rock.

3. There is granite residual soil widely distributing in Fujian province.

4. The stress and deformation of residual soil slope under rainfall infiltration calculated with FEM are analyzed.

5. Now it has been used successfully in the residual soil, with brick arch supporting system.

6. Intense weathered granite residual soil is widely used in the construction and has an important meaning to take advantage of mechanical property for road construction.

7. To cure pit collapse with residual soil from granite, what measure can be chose is to backfill with bags of sand and infiltrate steel tube or reinforce steel bar to pin up filler.

8. Laterine is a weathering and leaching residual soil under sub-tropical and tropical climate.

9. Some mechanical properties of granite residual soil were studied under special stress paths using advanced GDS stress path triaxial apparatus.

10. The slide characteristic and geologic distribution of residual soil slope are introduced, the strength character of residual soil is analyzed.

11. Moreover, in cost consideration for construction residual soil,() this study compares the cost differences for adopted indirect transport and direct handling.

12. Through many field investigations, characteristics of granite residual soil slopes are analyzed.

13. Granite residual soil has its specific characteristics . Its engineering category has not been solved so far.

14. The research results reveal that the residual soil of granite presents contraction under shear and its bulk modulus of resilience increases significantly with deviator stress rising.

15. From the aspects of bearing capacity, averaged settlement and integral decline, analyzing a building of 32 layers based on residual soil of granite, proving the feasibility of natural ground.

16. The simulated leaching tests showed no significant effects of different chelates on the content of mercury in leachate and the residual soil.

17. The test results from the centrifugal model experiments show that the granite residual soil slope will probably fail in two modes: plane failure and arc sliding.

18. Thereby during any slope engineering, it should be taken recognition to heavens to the disintegration character of residual soil and correspond control measure should be adopted.

19. The loss of strength due to the strong disturbance of underlaying residual soil by the excavation of foundation trench shall cause obvious settlement of cushion cap with its gravity.

20. Wu Nengsen. A study on Characteristics and Some Engineering Problems of Granite Residual Soil with Structural Nature. Nanjing: Nanjing University, 2005.