Method for adjusting soil pressure influence
The invention discloses a method for adjusting soil pressure influence. The method is characterized by comprising the steps that 1. a foundation is excavated, and overexcavation is carried out; 2. an overexcavation part is subjected to backfill; 3. whole type structure construction is carried out; a...
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creator | CAO ZHOUHONG LIU XIAOPING HUANG LUNCHAO |
description | The invention discloses a method for adjusting soil pressure influence. The method is characterized by comprising the steps that 1. a foundation is excavated, and overexcavation is carried out; 2. an overexcavation part is subjected to backfill; 3. whole type structure construction is carried out; and 4. filling backfill construction is carried out. According to the method, the good effect on the upper surface of a bottom plate from soil pressure can be enhanced, meanwhile, the bad effect on the upper surface of the bottom plate from loads such as a side load can be lowered, the problem that the upper surface of the bottom plate cracks during whole type structure construction can be effectively avoided, construction is easy, implementation is convenient, and construction cost is low. |
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The method is characterized by comprising the steps that 1. a foundation is excavated, and overexcavation is carried out; 2. an overexcavation part is subjected to backfill; 3. whole type structure construction is carried out; and 4. filling backfill construction is carried out. According to the method, the good effect on the upper surface of a bottom plate from soil pressure can be enhanced, meanwhile, the bad effect on the upper surface of the bottom plate from loads such as a side load can be lowered, the problem that the upper surface of the bottom plate cracks during whole type structure construction can be effectively avoided, construction is easy, implementation is convenient, and construction cost is low.</description><language>eng</language><subject>EMBANKMENTS ; EXCAVATIONS ; FIXED CONSTRUCTIONS ; FOUNDATIONS ; HYDRAULIC ENGINEERING ; SOIL SHIFTING ; UNDERGROUND OR UNDERWATER STRUCTURES</subject><creationdate>2015</creationdate><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20150722&DB=EPODOC&CC=CN&NR=104790407A$$EHTML$$P50$$Gepo$$Hfree_for_read</linktohtml><link.rule.ids>230,308,776,881,25542,76290</link.rule.ids><linktorsrc>$$Uhttps://worldwide.espacenet.com/publicationDetails/biblio?FT=D&date=20150722&DB=EPODOC&CC=CN&NR=104790407A$$EView_record_in_European_Patent_Office$$FView_record_in_$$GEuropean_Patent_Office$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>CAO ZHOUHONG</creatorcontrib><creatorcontrib>LIU XIAOPING</creatorcontrib><creatorcontrib>HUANG LUNCHAO</creatorcontrib><title>Method for adjusting soil pressure influence</title><description>The invention discloses a method for adjusting soil pressure influence. The method is characterized by comprising the steps that 1. a foundation is excavated, and overexcavation is carried out; 2. an overexcavation part is subjected to backfill; 3. whole type structure construction is carried out; and 4. filling backfill construction is carried out. According to the method, the good effect on the upper surface of a bottom plate from soil pressure can be enhanced, meanwhile, the bad effect on the upper surface of the bottom plate from loads such as a side load can be lowered, the problem that the upper surface of the bottom plate cracks during whole type structure construction can be effectively avoided, construction is easy, implementation is convenient, and construction cost is low.</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2015</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZNDxTS3JyE9RSMsvUkhMySotLsnMS1cozs_MUSgoSi0uLi1KVcjMS8spTc1LTuVhYE1LzClO5YXS3AyKbq4hzh66qQX58anFBYnJqXmpJfHOfoYGJuaWBiYG5o7GxKgBAK0-Kg0</recordid><startdate>20150722</startdate><enddate>20150722</enddate><creator>CAO ZHOUHONG</creator><creator>LIU XIAOPING</creator><creator>HUANG LUNCHAO</creator><scope>EVB</scope></search><sort><creationdate>20150722</creationdate><title>Method for adjusting soil pressure influence</title><author>CAO ZHOUHONG ; LIU XIAOPING ; HUANG LUNCHAO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_CN104790407A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2015</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>CAO ZHOUHONG</creatorcontrib><creatorcontrib>LIU XIAOPING</creatorcontrib><creatorcontrib>HUANG LUNCHAO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>CAO ZHOUHONG</au><au>LIU XIAOPING</au><au>HUANG LUNCHAO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>Method for adjusting soil pressure influence</title><date>2015-07-22</date><risdate>2015</risdate><abstract>The invention discloses a method for adjusting soil pressure influence. The method is characterized by comprising the steps that 1. a foundation is excavated, and overexcavation is carried out; 2. an overexcavation part is subjected to backfill; 3. whole type structure construction is carried out; and 4. filling backfill construction is carried out. According to the method, the good effect on the upper surface of a bottom plate from soil pressure can be enhanced, meanwhile, the bad effect on the upper surface of the bottom plate from loads such as a side load can be lowered, the problem that the upper surface of the bottom plate cracks during whole type structure construction can be effectively avoided, construction is easy, implementation is convenient, and construction cost is low.</abstract><oa>free_for_read</oa></addata></record> |
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subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
title | Method for adjusting soil pressure influence |
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