煤田地质与勘探
煤田地質與勘探
매전지질여감탐
COAL GEOLOGY & EXPLORATION
2013年
2期
54-59
,共6页
吹填软土%结构性%排水条件%流变特性
吹填軟土%結構性%排水條件%流變特性
취전연토%결구성%배수조건%류변특성
soft dredger fill%structure%drainage condition%rheological characteristics
软土普遍具有结构性与流变特性.以天津滨海新区吹填场地有一定结构性的吹填软土为研究对象,通过三轴流变试验仪,开展了排水条件以及结构性对其流变特性影响的研究.试验结果表明,排水条件对流变有明显影响.不排水时,流变变形大;排水时,虽然总变形量大,但固结变形占较大比例,流变变形比例小,实际工程实践中可通过增加土体的排水条件减少流变的影响.结构性对土体流变的影响主要体现在所受外部荷载与结构屈服应力大小之间的关系.当外荷载小结构屈服应力时,流变变形小;当外荷载大结构屈服应力时,伴随着土结构的破坏,流变变形明显增大,但还是小同条件下无结构性的重塑土.
軟土普遍具有結構性與流變特性.以天津濱海新區吹填場地有一定結構性的吹填軟土為研究對象,通過三軸流變試驗儀,開展瞭排水條件以及結構性對其流變特性影響的研究.試驗結果錶明,排水條件對流變有明顯影響.不排水時,流變變形大;排水時,雖然總變形量大,但固結變形佔較大比例,流變變形比例小,實際工程實踐中可通過增加土體的排水條件減少流變的影響.結構性對土體流變的影響主要體現在所受外部荷載與結構屈服應力大小之間的關繫.噹外荷載小結構屈服應力時,流變變形小;噹外荷載大結構屈服應力時,伴隨著土結構的破壞,流變變形明顯增大,但還是小同條件下無結構性的重塑土.
연토보편구유결구성여류변특성.이천진빈해신구취전장지유일정결구성적취전연토위연구대상,통과삼축류변시험의,개전료배수조건이급결구성대기류변특성영향적연구.시험결과표명,배수조건대류변유명현영향.불배수시,류변변형대;배수시,수연총변형량대,단고결변형점교대비례,류변변형비례소,실제공정실천중가통과증가토체적배수조건감소류변적영향.결구성대토체류변적영향주요체현재소수외부하재여결구굴복응력대소지간적관계.당외하재소결구굴복응력시,류변변형소;당외하재대결구굴복응력시,반수착토결구적파배,류변변형명현증대,단환시소동조건하무결구성적중소토.
Soft soil has structural and rheological characteristics usually. Through three triaxial rheological test, the paper studied the rheological properties effected by drainage conditions and structure on the basis of structural soft dredger fill in Tianjin Binhai new area. The results showed that the drainage conditions do have an obvious effect on rheological characteristics. Under conditions without drainage, rheological deformation is obvious; on the con-trary, although the total amount of deformation is huge, rheological deformation has a small proportion, so we can reduce the rheological effect by improving the drainage conditions of soil in engineering practice. Effect of struc-ture on rheology mainly reflected the relationship between the external load and the structure yield stress. When the external load is less than the yield stress, the rheological deformation is small; on the contrary situation, rheological deformation will increase significantly accompanied by the damage of soil structure, but it is still smaller than un-structured remodeling soil under the same conditions.