广东水利水电
廣東水利水電
엄동수이수전
GUANGDONG WATER RESOURCES AND HYDROPOWER
2014年
7期
28-30,36
,共4页
┢型柱板式挡墙%边坡稳定性%抗滑桩%卸荷板%地基系数法
┢型柱闆式擋牆%邊坡穩定性%抗滑樁%卸荷闆%地基繫數法
┢형주판식당장%변파은정성%항활장%사하판%지기계수법
┢type column-slab retaining wall%slope stability%anti-slide pile%relieving slab%foundation coefficient method
文中提出了┢型柱板式挡墙支护形式，其由挡板、卸荷板、抗滑桩及冠梁等构件组成。以某工程为例，分别采用传递系数法、地基系数m法计算边坡滑体推力与抗滑桩抵抗弯矩，并分析卸荷板的反弯矩作用，得出边坡稳定性系数，证明┢型柱板式挡墙的合理性。
文中提齣瞭┢型柱闆式擋牆支護形式，其由擋闆、卸荷闆、抗滑樁及冠樑等構件組成。以某工程為例，分彆採用傳遞繫數法、地基繫數m法計算邊坡滑體推力與抗滑樁牴抗彎矩，併分析卸荷闆的反彎矩作用，得齣邊坡穩定性繫數，證明┢型柱闆式擋牆的閤理性。
문중제출료┢형주판식당장지호형식，기유당판、사하판、항활장급관량등구건조성。이모공정위례，분별채용전체계수법、지기계수m법계산변파활체추력여항활장저항만구，병분석사하판적반만구작용，득출변파은정성계수，증명┢형주판식당장적합이성。
Conventional retaining wall in steep soil slope is hard to satisfy with the slope stability .The┢type column-slab retaining wall is presented in the article, which is consisted of baffle, relieving slab, anti-slide pile, top beam and etc.For example, of one engineering , it is used transfer coefficient method and foundation coefficient method to compute landslide body thrust and resistance moment of anti-slide pile, and analyzed opposite moment of relieving slab , results slope stability coefficient to prove the reasonability of┢type column-slab retaining wall .
