Open AccessResearch on earth pressure monitoring data of soil-stone assorted foundation pit
Author(s) -
Qiang Zheng,
Junyan Liu,
Yan Liu,
Duanwei He,
Wang Yang,
Feng Xiao-dong,
Xiwen Zhang
Publication year - 2021
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/676/1/012069
Subject(s) - lateral earth pressure , degree rankine , foundation (evidence) , geotechnical engineering , excavation , earth (classical element) , pile , geology , engineering , displacement (psychology) , geography , mathematics , archaeology , psychology , process engineering , mathematical physics , psychotherapist
Earth pressure is the most important type of load acting on the supporting structure of a foundation pit, and it is also a key factor in the design of foundation pit supporting. However, in engineering practice, the calculated value differs greatly from the actual value, which puzzles many engineers. This paper analyzes the field measured data of the earth pressure of the foundation pit in Minghucheng (Jinan city), and compares the calculated values of the Rankine active earth pressure and the passive earth pressure theory. The analysis finds that: (1) The measured value is between the active earth pressure and the passive earth pressure, and as the excavation of the foundation pit and the inward displacement of the supporting structure, the measured earth pressure value becomes smaller and approaches the active earth pressure. (2) When the pre-stressed anchors is applied, due to the fastening effect of the anchors, the earth pressure behind the supporting pile has a tendency to increase. (3) The theoretical value of Rankine’s active earth pressure in the soil-rock combination is obviously lower than the measured values.