岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2015年
2期
576-583
,共8页
王智德%夏元友%夏国邦%李敬东%杨金华
王智德%夏元友%夏國邦%李敬東%楊金華
왕지덕%하원우%하국방%리경동%양금화
顺层岩质边坡%极限分析%上限法%稳定性分析
順層巖質邊坡%極限分析%上限法%穩定性分析
순층암질변파%겁한분석%상한법%은정성분석
bedding rock slope%limit analysis%upper bound method%stability analysis
基于极限分析上限法理论,运用体积力增量法,考虑单层滑动面极限分析模型的缺陷,建立考虑含结构面的多岩层错动的任意块体模型,利用岩块体在外荷载作用下达到极限破坏时,外荷载做的功与岩体消耗的功相等为基础建立等式方程,由此推导得到此类边坡稳定系数的计算公式。在分析典型边坡算例的基础上,对比离散元数值模拟结果,验证了该方法的可行性和适用性。对云南省普宣高速公路某顺层岩质边坡进行计算,其稳定系数接近离散元数值模拟结果,数值稍有偏大,边坡稳定。其研究结果为此类边坡稳定性评价提供了一种新的计算方法。
基于極限分析上限法理論,運用體積力增量法,攷慮單層滑動麵極限分析模型的缺陷,建立攷慮含結構麵的多巖層錯動的任意塊體模型,利用巖塊體在外荷載作用下達到極限破壞時,外荷載做的功與巖體消耗的功相等為基礎建立等式方程,由此推導得到此類邊坡穩定繫數的計算公式。在分析典型邊坡算例的基礎上,對比離散元數值模擬結果,驗證瞭該方法的可行性和適用性。對雲南省普宣高速公路某順層巖質邊坡進行計算,其穩定繫數接近離散元數值模擬結果,數值稍有偏大,邊坡穩定。其研究結果為此類邊坡穩定性評價提供瞭一種新的計算方法。
기우겁한분석상한법이론,운용체적력증량법,고필단층활동면겁한분석모형적결함,건립고필함결구면적다암층착동적임의괴체모형,이용암괴체재외하재작용하체도겁한파배시,외하재주적공여암체소모적공상등위기출건립등식방정,유차추도득도차류변파은정계수적계산공식。재분석전형변파산례적기출상,대비리산원수치모의결과,험증료해방법적가행성화괄용성。대운남성보선고속공로모순층암질변파진행계산,기은정계수접근리산원수치모의결과,수치초유편대,변파은정。기연구결과위차류변파은정성평개제공료일충신적계산방법。
Using the theory of upper bound limit analysis method and the volume force increment method, considering the defects of limit analysis model of a single sliding surface,anarbitrary block model considering the dislocation effects of multiple rock layers with structural joints is established. When the rock mass reaches the limit state (destruction) under external load, the work that is done by external loads is equal to the work that rock mass absorbs. Based on this premise, relevant equation can be established; thereby the calculation formula of slope stability coefficient can be derived. After analyzing typical numerical examples of slope and comparing to results of discrete element numerical simulation, the feasibility and applicability of this method are verified. A calculation of bedding rock slope located in Puli-Xuanwei highway in Yunnan province is achieved, the result shows that the stability coefficient is close to the result obtained from discrete element numerical simulation. The coefficient is slightly larger, but the slope is stable. It provides a new calculation method for evaluating the stability of this kind of slope.