Review on Seismic Reinforcement of Loess Foundation

Seismic reinforcement of loess foundation is one of the frontier subjects in loess dynamics.Based on the review on seismic reinforcement of loess foundation,the physical and chemical mechanisms of different methods for seismic reinforcement of loess foundation are summarized. The main shortcomings o...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Fangzai Jianzai Gongcheng Xuebao 2021-01 (6), p.1366
Hauptverfasser: Wang, Qian, Liu, Zhaozhao, Wang, Lanmin, Zhong, Xiumei, Su, Yongqi, Ma, Haiping
Format: Artikel
Sprache:chi
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue 6
container_start_page 1366
container_title Fangzai Jianzai Gongcheng Xuebao
container_volume
creator Wang, Qian
Liu, Zhaozhao
Wang, Lanmin
Zhong, Xiumei
Su, Yongqi
Ma, Haiping
description Seismic reinforcement of loess foundation is one of the frontier subjects in loess dynamics.Based on the review on seismic reinforcement of loess foundation,the physical and chemical mechanisms of different methods for seismic reinforcement of loess foundation are summarized. The main shortcomings of existing research are analyzed. According to the up-to-date research of foundation treatment and considering the demand of seismic reinforcement of loess foundation,the main directions of possible breakthroughs in the future of seismic reinforcement of loess foundation are discussed.The existing results show that the mechanism of different methods of seismic reinforcement of loess foundation is mainly aimed at the special structures of the soil such as overhead pores and weak cementation. The seismic performance of loess foundation is improved by increasing the compactness of soil and the structural strength of the soil skeleton. Among the existing methods for seismic reinforcement of loess foundation,the researc
doi_str_mv 10.13409/j.cnki.jdpme.201910071
format Article
fullrecord <record><control><sourceid>proquest</sourceid><recordid>TN_cdi_proquest_journals_2637669132</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2637669132</sourcerecordid><originalsourceid>FETCH-proquest_journals_26376691323</originalsourceid><addsrcrecordid>eNqNjbEOgjAUADtoIlG-wSbO1NeWlHQ2EgcndDcIj6QofUhBf18GP8DphrvkGNtKEFKnYPetqPzDibbuOxQKpJUAmVywSJpMJUpqtWJxCO4OANZYk9qI6QLfDj-cPL-gC52reIHONzRU2KEfOTX8TBgCz2nydTk68hu2bMpnwPjHNdvlx-vhlPQDvSYM462lafCzuimjM2PsvNb_VV9hADy8</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2637669132</pqid></control><display><type>article</type><title>Review on Seismic Reinforcement of Loess Foundation</title><source>DOAJ Directory of Open Access Journals</source><creator>Wang, Qian ; Liu, Zhaozhao ; Wang, Lanmin ; Zhong, Xiumei ; Su, Yongqi ; Ma, Haiping</creator><creatorcontrib>Wang, Qian ; Liu, Zhaozhao ; Wang, Lanmin ; Zhong, Xiumei ; Su, Yongqi ; Ma, Haiping</creatorcontrib><description>Seismic reinforcement of loess foundation is one of the frontier subjects in loess dynamics.Based on the review on seismic reinforcement of loess foundation,the physical and chemical mechanisms of different methods for seismic reinforcement of loess foundation are summarized. The main shortcomings of existing research are analyzed. According to the up-to-date research of foundation treatment and considering the demand of seismic reinforcement of loess foundation,the main directions of possible breakthroughs in the future of seismic reinforcement of loess foundation are discussed.The existing results show that the mechanism of different methods of seismic reinforcement of loess foundation is mainly aimed at the special structures of the soil such as overhead pores and weak cementation. The seismic performance of loess foundation is improved by increasing the compactness of soil and the structural strength of the soil skeleton. Among the existing methods for seismic reinforcement of loess foundation,the researc</description><identifier>ISSN: 1672-2132</identifier><identifier>DOI: 10.13409/j.cnki.jdpme.201910071</identifier><language>chi</language><publisher>Nanjing: Zhongguo Zaihai Fangyu Xiehui</publisher><subject>Compaction ; Design standards ; Dynamic characteristics ; Emergency preparedness ; Environmental protection ; Loess ; Reinforcement ; Seismic activity ; Seismic design ; Seismic response ; Soil compaction ; Soil dynamics ; Soil strength ; Soil-structure interaction ; Solidification ; Standardization ; Structural strength ; Structure reinforcement</subject><ispartof>Fangzai Jianzai Gongcheng Xuebao, 2021-01 (6), p.1366</ispartof><rights>Copyright Zhongguo Zaihai Fangyu Xiehui 2021</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,860,27901,27902</link.rule.ids></links><search><creatorcontrib>Wang, Qian</creatorcontrib><creatorcontrib>Liu, Zhaozhao</creatorcontrib><creatorcontrib>Wang, Lanmin</creatorcontrib><creatorcontrib>Zhong, Xiumei</creatorcontrib><creatorcontrib>Su, Yongqi</creatorcontrib><creatorcontrib>Ma, Haiping</creatorcontrib><title>Review on Seismic Reinforcement of Loess Foundation</title><title>Fangzai Jianzai Gongcheng Xuebao</title><description>Seismic reinforcement of loess foundation is one of the frontier subjects in loess dynamics.Based on the review on seismic reinforcement of loess foundation,the physical and chemical mechanisms of different methods for seismic reinforcement of loess foundation are summarized. The main shortcomings of existing research are analyzed. According to the up-to-date research of foundation treatment and considering the demand of seismic reinforcement of loess foundation,the main directions of possible breakthroughs in the future of seismic reinforcement of loess foundation are discussed.The existing results show that the mechanism of different methods of seismic reinforcement of loess foundation is mainly aimed at the special structures of the soil such as overhead pores and weak cementation. The seismic performance of loess foundation is improved by increasing the compactness of soil and the structural strength of the soil skeleton. Among the existing methods for seismic reinforcement of loess foundation,the researc</description><subject>Compaction</subject><subject>Design standards</subject><subject>Dynamic characteristics</subject><subject>Emergency preparedness</subject><subject>Environmental protection</subject><subject>Loess</subject><subject>Reinforcement</subject><subject>Seismic activity</subject><subject>Seismic design</subject><subject>Seismic response</subject><subject>Soil compaction</subject><subject>Soil dynamics</subject><subject>Soil strength</subject><subject>Soil-structure interaction</subject><subject>Solidification</subject><subject>Standardization</subject><subject>Structural strength</subject><subject>Structure reinforcement</subject><issn>1672-2132</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNqNjbEOgjAUADtoIlG-wSbO1NeWlHQ2EgcndDcIj6QofUhBf18GP8DphrvkGNtKEFKnYPetqPzDibbuOxQKpJUAmVywSJpMJUpqtWJxCO4OANZYk9qI6QLfDj-cPL-gC52reIHONzRU2KEfOTX8TBgCz2nydTk68hu2bMpnwPjHNdvlx-vhlPQDvSYM462lafCzuimjM2PsvNb_VV9hADy8</recordid><startdate>20210101</startdate><enddate>20210101</enddate><creator>Wang, Qian</creator><creator>Liu, Zhaozhao</creator><creator>Wang, Lanmin</creator><creator>Zhong, Xiumei</creator><creator>Su, Yongqi</creator><creator>Ma, Haiping</creator><general>Zhongguo Zaihai Fangyu Xiehui</general><scope>7ST</scope><scope>C1K</scope><scope>SOI</scope></search><sort><creationdate>20210101</creationdate><title>Review on Seismic Reinforcement of Loess Foundation</title><author>Wang, Qian ; Liu, Zhaozhao ; Wang, Lanmin ; Zhong, Xiumei ; Su, Yongqi ; Ma, Haiping</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-proquest_journals_26376691323</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>chi</language><creationdate>2021</creationdate><topic>Compaction</topic><topic>Design standards</topic><topic>Dynamic characteristics</topic><topic>Emergency preparedness</topic><topic>Environmental protection</topic><topic>Loess</topic><topic>Reinforcement</topic><topic>Seismic activity</topic><topic>Seismic design</topic><topic>Seismic response</topic><topic>Soil compaction</topic><topic>Soil dynamics</topic><topic>Soil strength</topic><topic>Soil-structure interaction</topic><topic>Solidification</topic><topic>Standardization</topic><topic>Structural strength</topic><topic>Structure reinforcement</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Qian</creatorcontrib><creatorcontrib>Liu, Zhaozhao</creatorcontrib><creatorcontrib>Wang, Lanmin</creatorcontrib><creatorcontrib>Zhong, Xiumei</creatorcontrib><creatorcontrib>Su, Yongqi</creatorcontrib><creatorcontrib>Ma, Haiping</creatorcontrib><collection>Environment Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Environment Abstracts</collection><jtitle>Fangzai Jianzai Gongcheng Xuebao</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Qian</au><au>Liu, Zhaozhao</au><au>Wang, Lanmin</au><au>Zhong, Xiumei</au><au>Su, Yongqi</au><au>Ma, Haiping</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Review on Seismic Reinforcement of Loess Foundation</atitle><jtitle>Fangzai Jianzai Gongcheng Xuebao</jtitle><date>2021-01-01</date><risdate>2021</risdate><issue>6</issue><spage>1366</spage><pages>1366-</pages><issn>1672-2132</issn><abstract>Seismic reinforcement of loess foundation is one of the frontier subjects in loess dynamics.Based on the review on seismic reinforcement of loess foundation,the physical and chemical mechanisms of different methods for seismic reinforcement of loess foundation are summarized. The main shortcomings of existing research are analyzed. According to the up-to-date research of foundation treatment and considering the demand of seismic reinforcement of loess foundation,the main directions of possible breakthroughs in the future of seismic reinforcement of loess foundation are discussed.The existing results show that the mechanism of different methods of seismic reinforcement of loess foundation is mainly aimed at the special structures of the soil such as overhead pores and weak cementation. The seismic performance of loess foundation is improved by increasing the compactness of soil and the structural strength of the soil skeleton. Among the existing methods for seismic reinforcement of loess foundation,the researc</abstract><cop>Nanjing</cop><pub>Zhongguo Zaihai Fangyu Xiehui</pub><doi>10.13409/j.cnki.jdpme.201910071</doi></addata></record>
fulltext fulltext
identifier ISSN: 1672-2132
ispartof Fangzai Jianzai Gongcheng Xuebao, 2021-01 (6), p.1366
issn 1672-2132
language chi
recordid cdi_proquest_journals_2637669132
source DOAJ Directory of Open Access Journals
subjects Compaction
Design standards
Dynamic characteristics
Emergency preparedness
Environmental protection
Loess
Reinforcement
Seismic activity
Seismic design
Seismic response
Soil compaction
Soil dynamics
Soil strength
Soil-structure interaction
Solidification
Standardization
Structural strength
Structure reinforcement
title Review on Seismic Reinforcement of Loess Foundation
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-29T13%3A35%3A13IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Review%20on%20Seismic%20Reinforcement%20of%20Loess%20Foundation&rft.jtitle=Fangzai%20Jianzai%20Gongcheng%20Xuebao&rft.au=Wang,%20Qian&rft.date=2021-01-01&rft.issue=6&rft.spage=1366&rft.pages=1366-&rft.issn=1672-2132&rft_id=info:doi/10.13409/j.cnki.jdpme.201910071&rft_dat=%3Cproquest%3E2637669132%3C/proquest%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2637669132&rft_id=info:pmid/&rfr_iscdi=true