哈尔滨工程大学学报
哈爾濱工程大學學報
합이빈공정대학학보
JOURNAL OF HARBIN ENGINEERING UNIVERSITY
2014年
7期
839-845
,共7页
王家全%周健%吴辉琴%徐华
王傢全%週健%吳輝琴%徐華
왕가전%주건%오휘금%서화
土工格栅%拉拔试验%颗粒流数值模型%细观参数%界面作用
土工格柵%拉拔試驗%顆粒流數值模型%細觀參數%界麵作用
토공격책%랍발시험%과립류수치모형%세관삼수%계면작용
geogrid%pullout test%particle flow code numerical model%mesoscopic parameter%interface effect
为研究加筋土界面作用的力学响应,对离散元程序( PFC3D)进行二次开发,建立了土工格栅拉拔试验仿真模型。与室内模型试验结果进行对比,探讨了拉拔界面细观参数的演变及荷载传递机理,揭示了细观参数的演化规律及其与宏观力学性质之间的关系。研究结果表明:筋土界面区域成为主要的位移集中区,上界面影响厚度略大于下界面影响厚度;在筋土界面区域形成了高度的X向应力集中,沿格栅长度方向出现若干个Z向应力集中区,表明格栅横肋挤压土体,其所提供的被动承载力较为显著;在筋土界面区域,局部孔隙率随拉拔位移增大而增大,接触数减少,滑动比随拉拔位移的增加发生了激烈的跌宕起伏,界面局部位置发生剪胀,宏观上对应拉拔阻力增大,而后孔隙率慢慢减小,拉拔阻力回落。
為研究加觔土界麵作用的力學響應,對離散元程序( PFC3D)進行二次開髮,建立瞭土工格柵拉拔試驗倣真模型。與室內模型試驗結果進行對比,探討瞭拉拔界麵細觀參數的縯變及荷載傳遞機理,揭示瞭細觀參數的縯化規律及其與宏觀力學性質之間的關繫。研究結果錶明:觔土界麵區域成為主要的位移集中區,上界麵影響厚度略大于下界麵影響厚度;在觔土界麵區域形成瞭高度的X嚮應力集中,沿格柵長度方嚮齣現若榦箇Z嚮應力集中區,錶明格柵橫肋擠壓土體,其所提供的被動承載力較為顯著;在觔土界麵區域,跼部孔隙率隨拉拔位移增大而增大,接觸數減少,滑動比隨拉拔位移的增加髮生瞭激烈的跌宕起伏,界麵跼部位置髮生剪脹,宏觀上對應拉拔阻力增大,而後孔隙率慢慢減小,拉拔阻力迴落。
위연구가근토계면작용적역학향응,대리산원정서( PFC3D)진행이차개발,건립료토공격책랍발시험방진모형。여실내모형시험결과진행대비,탐토료랍발계면세관삼수적연변급하재전체궤리,게시료세관삼수적연화규률급기여굉관역학성질지간적관계。연구결과표명:근토계면구역성위주요적위이집중구,상계면영향후도략대우하계면영향후도;재근토계면구역형성료고도적X향응력집중,연격책장도방향출현약간개Z향응력집중구,표명격책횡륵제압토체,기소제공적피동승재력교위현저;재근토계면구역,국부공극솔수랍발위이증대이증대,접촉수감소,활동비수랍발위이적증가발생료격렬적질탕기복,계면국부위치발생전창,굉관상대응랍발조력증대,이후공극솔만만감소,랍발조력회락。
Through the secondary development of discrete element method particle flow code 3 dimensions ( PFC3D) , the geosynthetics pullout test 3D numerical simulation model was established for researching the me-chanical response of the reinforced soil interface effect. The evolution of the mesoscopic parameters and load-trans-mitting of the reinforced soil interface region were studied through comparing the macroscopic mechanical properties with the laboratory model test results. The results show that the reinforced soil interface region has become the main displacement concentration area, and the upper interface thickness is slightly larger than the lower interface thick-ness. The stress concentration zones of the X direction in the reinforced soil interface region took shape, and several stress concentration zones in the Z direction appeared along the geogrid length direction, which demonstrates that the geogrid transverse ribs have extruded soil, and passive resistance of the transverse rib is significant. In the rein-forced soil interface region, with the pullout displacement increasing, the local porosity increases and the coordina-tion number decreases, the sliding fraction undergoes significant ups and downs, and the local location of the inter-face appears with shear dilatancy. The corresponding pullout resistance increases, then the porosity slowly decreases and the pullout resistance falls back in the macroscopic view.