烟台大学学报(自然科学与工程版)
煙檯大學學報(自然科學與工程版)
연태대학학보(자연과학여공정판)
JOURNAL OF YANTAI UNIVERSITY(NATURAL SCIENCE AND ENGINEERING EDITION)
2015年
1期
54-60
,共7页
周奇%陈太红%朱振南%张琦%吴爱红%李剑波
週奇%陳太紅%硃振南%張琦%吳愛紅%李劍波
주기%진태홍%주진남%장기%오애홍%리검파
非饱和土%黄土路基%毛细水上升%数值模拟%Geostudio软件
非飽和土%黃土路基%毛細水上升%數值模擬%Geostudio軟件
비포화토%황토로기%모세수상승%수치모의%Geostudio연건
unsaturated soil%loess roadbed%capillarity rise%numerical simulation%software GeoStudio
针对黄土地区高等级公路路基有害毛细水问题,使用改进后的竖管法对压实度大于90%黄土土柱毛细水上升规律进行了试验研究,得到了毛细水上升高度与干密度的关系.使用滤纸法和水平入渗法测量土样的基质吸力、土水扩散系数与含水率的关系,并用Geostudio软件对毛细水上升进行模拟.试验和模拟结果表明:基质吸力的确定应该同时考虑含水量和密度2种因素;土壤的压实可以有效减缓土壤非饱和水分的运动速度;随着压实度的增加,毛细水上升速度变小;压实度为98%、95%和93%的黄土土柱,在105 d后毛细上升高度分别为74 cm、80 cm和94 cm. Geostudio软件可以用于路基毛细水运动的模拟.
針對黃土地區高等級公路路基有害毛細水問題,使用改進後的豎管法對壓實度大于90%黃土土柱毛細水上升規律進行瞭試驗研究,得到瞭毛細水上升高度與榦密度的關繫.使用濾紙法和水平入滲法測量土樣的基質吸力、土水擴散繫數與含水率的關繫,併用Geostudio軟件對毛細水上升進行模擬.試驗和模擬結果錶明:基質吸力的確定應該同時攷慮含水量和密度2種因素;土壤的壓實可以有效減緩土壤非飽和水分的運動速度;隨著壓實度的增加,毛細水上升速度變小;壓實度為98%、95%和93%的黃土土柱,在105 d後毛細上升高度分彆為74 cm、80 cm和94 cm. Geostudio軟件可以用于路基毛細水運動的模擬.
침대황토지구고등급공로로기유해모세수문제,사용개진후적수관법대압실도대우90%황토토주모세수상승규률진행료시험연구,득도료모세수상승고도여간밀도적관계.사용려지법화수평입삼법측량토양적기질흡력、토수확산계수여함수솔적관계,병용Geostudio연건대모세수상승진행모의.시험화모의결과표명:기질흡력적학정응해동시고필함수량화밀도2충인소;토양적압실가이유효감완토양비포화수분적운동속도;수착압실도적증가,모세수상승속도변소;압실도위98%、95%화93%적황토토주,재105 d후모세상승고도분별위74 cm、80 cm화94 cm. Geostudio연건가이용우로기모세수운동적모의.
Aiming at the problem of harmful capillarity of highway roadbed in loess region, a research on capillarity rise of loess columns under compacted degree above 90% is conducted by an improved method of vertical tube, and the relationships between the height of capillarity rise and the dry soil density is obtained. The relationships among volumetric water content and the matric suction and volumetric water content of loess sample is obtained from filter paper method and horizontal infiltration column method. The capillarity rise is simulated by using software Geostu-dio. The experimental and simulated results show that both moisture content and density should be taken into con-sideration in the determination of matrix suction. The speed of unsaturated soil water movement is reduced by soil compaction and the speed of the capillarity rise decreases with the increas of the soil compacted degree. After 105 days, under the condition of the compacted degree of 98%, 95% and 93%,the heights of the capillarity rise in soil column are 74 cm, 80 cm and 94 cm, respectively. It is concluded that Software GeoStudio can be used to simulate capillarity rise.