CAJ | 학술논문

从海堤本身角度看，坝体过重与填料松散是影响其稳定性的主要因素，因此轻质硬壳堤坝是一种很好的选择。该结构采用高强度材料作为外壳，以松散材料填充坝体。根据受力特性、构造要求、施工条件及抗滑稳定条件拟解决结构断面设计的一些基本问题，并结合实例通过对比计算分析，说明轻质硬壳海堤比传统海堤具有更高的整体稳定性。
종해제본신각도간，패체과중여전료송산시영향기은정성적주요인소，인차경질경각제패시일충흔호적선택。해결구채용고강도재료작위외각，이송산재료전충패체。근거수력특성、구조요구、시공조건급항활은정조건의해결결구단면설계적일사기본문제，병결합실례통과대비계산분석，설명경질경각해제비전통해제구유경고적정체은정성。
In terms of the embankment itself， overweight and looseness are major factors on the stability of the dyke， so the light-core and hard-shell dyke（LHD） is presented． It can be built with high strength materials outside and loose materials inside． Several problems about the cross-section desigh are to be solved hased on static characters， structure requirements， performance conditions and the requirement of anti-slide stability． Then based on computation and analyses of an actual case， it is concluded that the LHD possesses more overall stability than the traditional embankment．