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SU1633863A1 - Method for construction of foundation with branched wells on eternally frozen ground - Google Patents

Method for construction of foundation with branched wells on eternally frozen ground

Info

Publication number
SU1633863A1
SU1633863A1 SU4482176/33A SU4482176A SU1633863A1 SU 1633863 A1 SU1633863 A1 SU 1633863A1 SU 4482176/33 A SU4482176/33 A SU 4482176/33A SU 4482176 A SU4482176 A SU 4482176A SU 1633863 A1 SU1633863 A1 SU 1633863A1
Authority
SU
USSR - Soviet Union
Prior art keywords
embankment
slabs
ground
eternally
foundation
Prior art date
Application number
SU4482176/33A
Other languages
Russian (ru)
Inventor
А.Б. Лейкам
И.Г. Измайлов
Я.Б. Горелик
Original Assignee
Государственный научно-исследовательский и проектный институт нефтяной и газовой промышленности им.В.И.Муравленко
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Государственный научно-исследовательский и проектный институт нефтяной и газовой промышленности им.В.И.Муравленко filed Critical Государственный научно-исследовательский и проектный институт нефтяной и газовой промышленности им.В.И.Муравленко
Priority to SU4482176/33A priority Critical patent/SU1633863A1/en
Application granted granted Critical
Publication of SU1633863A1 publication Critical patent/SU1633863A1/en

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

FIELD: construction of foundations. SUBSTANCE: method involves placing ferroconcrete slabs 2 onto leveled surface 3 of eternally frozen ground of preliminary selected area; covering slabs with hydraulically insulating layer 4 of clayey ground so that this layer has slope to facilitate discharge of atmospheric and subsoil waters; spilling sand layer 5. Total height of embankment of clayey and sand ground does not exceed embankment thawing depth in summer. Ferroconcrete slabs have central openings for arranging wells 1. Wells are drilled from embankment surface. EFFECT: increased efficiency and enhanced reliability of foundation. 3 dwg
SU4482176/33A 1988-09-15 1988-09-15 Method for construction of foundation with branched wells on eternally frozen ground SU1633863A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU4482176/33A SU1633863A1 (en) 1988-09-15 1988-09-15 Method for construction of foundation with branched wells on eternally frozen ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU4482176/33A SU1633863A1 (en) 1988-09-15 1988-09-15 Method for construction of foundation with branched wells on eternally frozen ground

Publications (1)

Publication Number Publication Date
SU1633863A1 true SU1633863A1 (en) 1995-09-27

Family

ID=60530088

Family Applications (1)

Application Number Title Priority Date Filing Date
SU4482176/33A SU1633863A1 (en) 1988-09-15 1988-09-15 Method for construction of foundation with branched wells on eternally frozen ground

Country Status (1)

Country Link
SU (1) SU1633863A1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100374660C (en) * 2005-09-09 2008-03-12 中国科学院寒区旱区环境与工程研究所 Hollow composite layer to low temperature field of frozen soil roadbed
CN100374661C (en) * 2005-09-28 2008-03-12 中国科学院寒区旱区环境与工程研究所 Natural cold-energy variator of heat conductivity coefficient
CN100385078C (en) * 2005-07-09 2008-04-30 中国科学院寒区旱区环境与工程研究所 Use of concrete hollow block for regulating ever-frozen roadbed temperature
CN106706697A (en) * 2016-12-13 2017-05-24 常州工学院 Model test device for simulating pre-cooling freezing method construction under flowing effect of underground water
RU2655134C1 (en) * 2017-02-21 2018-05-23 Общество с ограниченной ответственностью "Газпром добыча Уренгой" Method of erecting a base for a well cluster on permafrost soils

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100385078C (en) * 2005-07-09 2008-04-30 中国科学院寒区旱区环境与工程研究所 Use of concrete hollow block for regulating ever-frozen roadbed temperature
CN100374660C (en) * 2005-09-09 2008-03-12 中国科学院寒区旱区环境与工程研究所 Hollow composite layer to low temperature field of frozen soil roadbed
CN100374661C (en) * 2005-09-28 2008-03-12 中国科学院寒区旱区环境与工程研究所 Natural cold-energy variator of heat conductivity coefficient
CN106706697A (en) * 2016-12-13 2017-05-24 常州工学院 Model test device for simulating pre-cooling freezing method construction under flowing effect of underground water
RU2655134C1 (en) * 2017-02-21 2018-05-23 Общество с ограниченной ответственностью "Газпром добыча Уренгой" Method of erecting a base for a well cluster on permafrost soils

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