The interaction between footpad and soil is of great importance due to the strong impact produced during the brief period of the space lander touchdown which will affect the normal operation of the inner precision instrument. Based on the study of the landing process
the problem can be decomposed into two phases
vertical impact and horizontal sliding. A dynamic model of footpad and soil interaction is built through force balance and momentum theorem. Lots of vertical impact tests are conducted in the self-designed model test system. The soil density
impact velocity and impact mass are varied to investigate their influences on the penetration depth
the maximum axial force and acceleration of the footpad. It is concluded that the penetration depth and maximum axial force increase with impact energy increases
and tend to be stable. The denser soil is and the smaller impact mass is
the greater the maximum acceleration is. The test results are compared with dynamic model; it is proved that the dynamic model can reasonably reflect the dynamic characteristics of the lander during vertical impact.
Sealing system design and model testing of lining structures for artificial underground gas storage caverns in medium-hard rock strata
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Experimental study on vacuum combined with electro-osmosis for reinforcing ultrafine particle dredged soil
Experimental study on drainage performance of reinforced improved soft rock residual soil under rainfall conditions
Model test of deformation and failure mechanism of gravel soil bank slope under rainfall and reservoir water level
Related Author
CAO Xiao-yong
LIU Rui-hui
LI Jian-fei
YE Xin-xin
GENG Jun-yang
TAN Hai-xing
CHEN Huai-lin
YANG Tao
Related Institution
School of Highway, Chang’an University
CCCC First Highway Consultants Co., Ltd.
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC