前言 水工有壓隧洞巖石抗力系數(shù)“K”的一個(gè)新公式 在均勻內(nèi)水壓力作用下水工圓形隧洞,z層襯砌的彈性接觸問(wèn)題計(jì)算法 水工有壓隧洞溫度應(yīng)力的彈性理論計(jì)算法 水電站引水管道直徑的計(jì)算公式 水工壓力隧洞襯砌空間應(yīng)力分析及伸縮縫間距彈性理論計(jì)算法 灌漿式預(yù)應(yīng)力隧洞襯砌和圍巖應(yīng)力分析若干問(wèn)題的探討 應(yīng)用塑性強(qiáng)化理論分析隧洞襯砌和圍巖的應(yīng)力 應(yīng)用莫爾——庫(kù)倫屈服條件計(jì)算水工有壓隧洞粘著式錨噴襯砌和圍巖的彈塑性應(yīng)力 考慮圍巖蠕變有壓隧洞彈塑性應(yīng)力計(jì)算 應(yīng)用斷裂力學(xué)和粘彈塑性理論計(jì)算水工壓力隧洞襯砌和圍巖的應(yīng)力 水工壓力隧洞大變形問(wèn)題的粘彈塑性應(yīng)力分析 兩向不等壓地應(yīng)力作用下圓形壓力隧洞巖石抗力系數(shù)K的攝動(dòng)計(jì)算式 應(yīng)用塑性強(qiáng)化理論計(jì)算水工有壓隧洞錨噴襯砌與圍巖的應(yīng)力 Applying mohr-coulomb yield criterion to calculate Elastoplastic stress in Adhesive shotcrete and rockbolt lining of Hydraulic pressure Tunnel and it's surrounding rock Applying the theory of plastic intensification to calculate the stress in shotcrete and rockbolt lining of hydraulic pressure tunnel and its surrounding rock A General Formula For Calculating The Rock Resistant Factor“K”of Hydraulic Pressure Tunnel Perturbation formula of rock resistant factor“K”in circular Pressure tunnel under unequal compression in two directions 參考文獻(xiàn)