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Super-thick peat soil and saturated silt foundation treatment method
The invention relates to the field of foundation treatment, and provides a super-thick peat soil and saturated silt foundation treatment method aiming at solving the problems that when an existing treatment manner is adopted for peat soil and saturated silt land, the construction period is long, the manufacturing cost is high, or the effect is poor. The method includes the following steps that stones are thrown to packing sedimentation, wherein rubbles and rock blocks forcedly extrude soft soil to form throw filling bodies; drainage consolidation is carried out, wherein a gravel layer is laidon the throw filling bodies, a pre-pressing effect is achieved, and by means of good permeability of holes between the rubbles and the rock blocks, in combination with intra-pit open drainage and extra-pit deep well pump drainage, foundation drainage consolidation is promoted; and reinforced cushion construction is carried out, wherein multiple reinforced cushions made of geosynthetic materials are laid, the stress field and the strain field of a foundation are changed, and drainage construction is carried out in time every time one section is constructed. The method has the beneficial effectsthat the construction period is short, the cost is low, and the treatment effect is good.
本发明涉及地基处理领域,旨在解决泥炭质土及饱和粉砂地采用现有处理方式工期较长、造价高或效果较差的问题,提供一种超厚泥炭质土及饱和粉砂地基处理方法,其包括以下步骤:抛石挤淤:通过片石、块石强行挤出软弱土形成抛填体;排水固结:在抛填体上铺设碎石层,起到预压作用,并利用片石与片石间的孔隙渗透性好,结合坑内明排与坑外深井抽排,促使地基排水固结;加筋垫层施工:铺设多道土工合成材料的加筋垫层,改变地基的应力场和应变场;其中,每施工一段,及时进行排水施工。本发明的有益效果是工期短、成本较低且处理效果好。
Super-thick peat soil and saturated silt foundation treatment method
The invention relates to the field of foundation treatment, and provides a super-thick peat soil and saturated silt foundation treatment method aiming at solving the problems that when an existing treatment manner is adopted for peat soil and saturated silt land, the construction period is long, the manufacturing cost is high, or the effect is poor. The method includes the following steps that stones are thrown to packing sedimentation, wherein rubbles and rock blocks forcedly extrude soft soil to form throw filling bodies; drainage consolidation is carried out, wherein a gravel layer is laidon the throw filling bodies, a pre-pressing effect is achieved, and by means of good permeability of holes between the rubbles and the rock blocks, in combination with intra-pit open drainage and extra-pit deep well pump drainage, foundation drainage consolidation is promoted; and reinforced cushion construction is carried out, wherein multiple reinforced cushions made of geosynthetic materials are laid, the stress field and the strain field of a foundation are changed, and drainage construction is carried out in time every time one section is constructed. The method has the beneficial effectsthat the construction period is short, the cost is low, and the treatment effect is good.
本发明涉及地基处理领域,旨在解决泥炭质土及饱和粉砂地采用现有处理方式工期较长、造价高或效果较差的问题,提供一种超厚泥炭质土及饱和粉砂地基处理方法,其包括以下步骤:抛石挤淤:通过片石、块石强行挤出软弱土形成抛填体;排水固结:在抛填体上铺设碎石层,起到预压作用,并利用片石与片石间的孔隙渗透性好,结合坑内明排与坑外深井抽排,促使地基排水固结;加筋垫层施工:铺设多道土工合成材料的加筋垫层,改变地基的应力场和应变场;其中,每施工一段,及时进行排水施工。本发明的有益效果是工期短、成本较低且处理效果好。
Super-thick peat soil and saturated silt foundation treatment method
一种超厚泥炭质土及饱和粉砂地基处理方法
LI YONGSHUAI (Autor:in) / YAO PING (Autor:in) / YANG NAIJIAO (Autor:in)
28.07.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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