By analyzing the monitoring data of the earth pressure on the wall,three earth pressure models were sum up,that is,the straight line increase,undulance increase and extra load pattern etc.
英
美
- 施工過(guò)程土壓力沿坑深變化有直線(xiàn)遞增、波狀遞增、附加荷載作用等分布模式。對不同土壓力分布模式下支護結構內力進(jìn)行分析得出:直線(xiàn)遞增(三角形)荷載作用下,整個(gè)墻身上部彎矩較小,下部則較大;
