ZHANG Kai, KONG Zhigang, LI Yanqing, et al. Influence Factors and Interaction of Slope Erosion of Completely Weathered Granite Pipe Trench Backfill[J]. 2023, 37(1): 52-58.
DOI:
ZHANG Kai, KONG Zhigang, LI Yanqing, et al. Influence Factors and Interaction of Slope Erosion of Completely Weathered Granite Pipe Trench Backfill[J]. 2023, 37(1): 52-58. DOI: 10.13870/j.cnki.stbcxb.2023.01.008.
Influence Factors and Interaction of Slope Erosion of Completely Weathered Granite Pipe Trench Backfill
In order to find out the problem of soil and water loss on the slope side of oil and gas pipeline operation in fully weathered granite area
this paper adopted the methods of measuring the boundary conditions of typical slopes in the field
collecting the data of gully depth and gully sectional area of slope erosion characteristics
sampling and testing rock and soil mass
and the indoor model rainfall test. The results showed that rainfall
slope length
slope
catchment area and geotechnical characteristics all affected the slope erosion of backfill soil in fully weathered granite pipe trench. Sediment yield and flow yield increased with the increase of rainfall intensity. The slope length
slope and catchment area were positively correlated with gully depth and gully cross-sectional area
and the gully depth and gully cross-sectional area increased with the increase of slope length
slope and catchment area. Through sampling
it was found that the relative content of particle composition of undisturbed soil was different from that of backfill soil
and the particle size distribution of the initial backfill soil was good. At the initial stage of rainfall scouring
the runoff of backfill slope mainly carried away silt and clay particles. Compared with the original soil
the porosity of the backfill soil in five years increased to 1.13 times
the soil permeability coefficient increased by one order of magnitude
and the cohesion in saturated state and internal friction angle decreased to 67.6% and 87.5% of that of the original soil
respectively. By finding out the influencing factors and their effects on slope erosion of backfill soil in fully weathered granite pipe trench
it could provide a basis for the subsequent slope treatment.
Kouselou M,Hashemi S, Eskandari I, et aL.Quantif-ying soil displacement and tillage erosion rate by different tillage systems in dryland northwestern Iran[J].Soil Use and Management,2018,34(1):48-59.
Chen J, Xiao H B, Li Z W, et al. How effective are soil and water conscrvation measures (SWCMs) in reducing soil and water losses in the red soil hilly region of China:A meta-analysis of field plot data[J].Science of the Total Environment, 2020,735:e139517.
Liu H L, Wang X D, Guo Q L. Field testing study on the rainfall thresholds and prone areas of sandstone slope erosion at Mogao Grottoes, Dunhuang[J].Environmental Monitoring and Assessment,2019,191(12):1-9.
Liang Y, Jiao J Y, Dang W Q, et al. The thresholds of sediment-generating rainfall from hillslope to watershed scales in the Loess Plateau, China[J].Water,2019,11(11):e2392.
Response and Simulation of Slope Soil Loss to Freeze-Thaw Action on Qinghai-Xizang Plateau
Characteristics of Slope Erosion on Typical Lateritic Slope Farmland in Northern Guangdong Province Based on Artificially Simulated Rainfall Experiments
Study on Indoor Simulated Rainfall with Different Vegetation Coverage on Slope Erosion Reduction in the Three Gorges Reservoir Area
Characteristics and Interaction of Cu~(2+)-Phenanthrene Stripping by Humic Acid in Compound Contaminated Soil
Soil Surface Crust Characteristic and Response Feature to Slope Erosion Base on Simulation Rainfall
Related Author
ZHAO Hongbo
ZHOU Jinlong
SHI Bohao
TIAN Fangxiao
YU Wu
WANG Quanquan
ZHANG Yuting
YU Bo
Related Institution
College of Resources and Environment, Xizang Agricultural and Animal Husbandry University, Linzhi, Xizang
School of Geography and Remote Sensing, Guangzhou University
School of Food Science and Engineering, Foshan University
School of Environmental Science and Engineering, Guangdong University of Technology
Meizhou International Institute of Soil and Water Conservation