A method of analyzing the stability of twin shallow tunnels was presented using both limit analysis with nonlinear failure criterion and reliability theory.In the condition of nonlinear failure criterion,the critical ...A method of analyzing the stability of twin shallow tunnels was presented using both limit analysis with nonlinear failure criterion and reliability theory.In the condition of nonlinear failure criterion,the critical clear distancesof twin shallow tunnels were obtained by analyzing the change of surrounding pressure.A reliability model was established based on limit state equation,and the failure probability was solved by virtue of Monte Carlo method.Safety factor and corresponding clear distance of different safety levels were obtained by introducing a target reliability index.The scope of clear distance for different safety levels is described,which can be used as a supplement and improvement to the design codes of tunnels.展开更多
依托南通轨道交通1号线孩环区间(孩儿巷站—环城东路站)三线并行小净距盾构隧道工程,采用离散元法(Discrete Element Method,DEM)—有限差分法(Finite Difference Method,FDM)耦合的数值仿真,分析桩基础长度、桩隧距对桩基础变形的影响...依托南通轨道交通1号线孩环区间(孩儿巷站—环城东路站)三线并行小净距盾构隧道工程,采用离散元法(Discrete Element Method,DEM)—有限差分法(Finite Difference Method,FDM)耦合的数值仿真,分析桩基础长度、桩隧距对桩基础变形的影响。结果表明:三线小净距隧道施工会引起邻近桩基沉降;桩底和隧道顶部位于同一深度时,桩基水平位移最大值出现在桩底,桩基变形以倾斜为主;桩底与隧道底部位于同一深度和桩底位于隧道底部以下时桩基水平位移最大值出现在隧道轴线位置,桩基变形以弯曲为主,但桩底位于隧道底部以下时桩基对隧道施工表现出更强的敏感性;三种长度的桩基最大拉应力所在截面靠近隧道一侧和远离隧道一侧拉压应力状态均完全相反;桩长一定时,随桩隧距增大,桩基的沉降、最大水平位移、最大轴向拉应力均减小。展开更多
基金Project(51378514)supported by the National Natural Science Foundation of China
文摘A method of analyzing the stability of twin shallow tunnels was presented using both limit analysis with nonlinear failure criterion and reliability theory.In the condition of nonlinear failure criterion,the critical clear distancesof twin shallow tunnels were obtained by analyzing the change of surrounding pressure.A reliability model was established based on limit state equation,and the failure probability was solved by virtue of Monte Carlo method.Safety factor and corresponding clear distance of different safety levels were obtained by introducing a target reliability index.The scope of clear distance for different safety levels is described,which can be used as a supplement and improvement to the design codes of tunnels.
文摘依托南通轨道交通1号线孩环区间(孩儿巷站—环城东路站)三线并行小净距盾构隧道工程,采用离散元法(Discrete Element Method,DEM)—有限差分法(Finite Difference Method,FDM)耦合的数值仿真,分析桩基础长度、桩隧距对桩基础变形的影响。结果表明:三线小净距隧道施工会引起邻近桩基沉降;桩底和隧道顶部位于同一深度时,桩基水平位移最大值出现在桩底,桩基变形以倾斜为主;桩底与隧道底部位于同一深度和桩底位于隧道底部以下时桩基水平位移最大值出现在隧道轴线位置,桩基变形以弯曲为主,但桩底位于隧道底部以下时桩基对隧道施工表现出更强的敏感性;三种长度的桩基最大拉应力所在截面靠近隧道一侧和远离隧道一侧拉压应力状态均完全相反;桩长一定时,随桩隧距增大,桩基的沉降、最大水平位移、最大轴向拉应力均减小。
