广东农业科学
廣東農業科學
엄동농업과학
GUANGDONG AGRICULTURAL SCIENCES
2011年
15期
134-138
,共5页
冯震华%陈水胜%章丽萍%朱李春%翁雄
馮震華%陳水勝%章麗萍%硃李春%翁雄
풍진화%진수성%장려평%주리춘%옹웅
养殖设施%土体结构性%胶结元%摩擦元%破损力学%数值模拟
養殖設施%土體結構性%膠結元%摩抆元%破損力學%數值模擬
양식설시%토체결구성%효결원%마찰원%파손역학%수치모의
aquculture facilities%soil structure%cemented unit%friction unit%damage mechanics%numerical simulation
华南沿海地区丘陵较多,地势起伏,沿海养殖设施普遍为浅基础建设.在水产养殖技术方面,现有研究主要集中在养殖技术上,而有针对、有系统的研究结构性土体的研究方法还不多,在试验方面多采用人工制备结构性土体的研究方法,因此开展这方面的计算机模型分析和试验研究,对各种不同的处理方式进行效果分析,找出适合水产养殖设施改造的方式,可以为今后水产养殖设施如池塘改造等项目节省资金和施工时间.破损力学的核心思想是将结构性岩土材料抽象成由胶结强的结构体(弹脆性元)和无胶结的破碎体(弹塑性元)组成的二元介质,是一种建立在准连续介质概念基础上对岩土材料进行宏观分析的力学理论.采用数值模拟的方法进行模拟土体三轴试验,研究土中胶结强度对土体破坏模式、应力爬坡及剪切带的影响,以期为该问题的研究提供新的借鉴.
華南沿海地區丘陵較多,地勢起伏,沿海養殖設施普遍為淺基礎建設.在水產養殖技術方麵,現有研究主要集中在養殖技術上,而有針對、有繫統的研究結構性土體的研究方法還不多,在試驗方麵多採用人工製備結構性土體的研究方法,因此開展這方麵的計算機模型分析和試驗研究,對各種不同的處理方式進行效果分析,找齣適閤水產養殖設施改造的方式,可以為今後水產養殖設施如池塘改造等項目節省資金和施工時間.破損力學的覈心思想是將結構性巖土材料抽象成由膠結彊的結構體(彈脆性元)和無膠結的破碎體(彈塑性元)組成的二元介質,是一種建立在準連續介質概唸基礎上對巖土材料進行宏觀分析的力學理論.採用數值模擬的方法進行模擬土體三軸試驗,研究土中膠結彊度對土體破壞模式、應力爬坡及剪切帶的影響,以期為該問題的研究提供新的藉鑒.
화남연해지구구릉교다,지세기복,연해양식설시보편위천기출건설.재수산양식기술방면,현유연구주요집중재양식기술상,이유침대、유계통적연구결구성토체적연구방법환불다,재시험방면다채용인공제비결구성토체적연구방법,인차개전저방면적계산궤모형분석화시험연구,대각충불동적처리방식진행효과분석,조출괄합수산양식설시개조적방식,가이위금후수산양식설시여지당개조등항목절성자금화시공시간.파손역학적핵심사상시장결구성암토재료추상성유효결강적결구체(탄취성원)화무효결적파쇄체(탄소성원)조성적이원개질,시일충건립재준련속개질개념기출상대암토재료진행굉관분석적역학이론.채용수치모의적방법진행모의토체삼축시험,연구토중효결강도대토체파배모식、응력파파급전절대적영향,이기위해문제적연구제공신적차감.
The South China coastal area is rugged with hills,therefore,the aquaculture facilities are usually constructed on shallow foundation.The current researches on aquaculture mainly focus on technology but not on systematic studies of structurial soil.Since artificial structural soil is often used in tests,it is necessary to carry out the research on numerical simulation method,analyze the effects of different treatments and determine the appropriate reconstruction approach for aquaculture facilities,so as to save time and money for the future projects such as pond reconstruction,et al.Damage mechanics is a mechanical theory of macro analysis on geomaterials based on the concept of quasicontinuous medium; its core idea is that geomaterials are conceptualized as binary medium consisting of bonded blocks and weakened cells which are idealized as elastic-brittle element and hardening elastic-plastic element respectively.With numerical simulation method,the paper simulated a triaxial test of soil,investigated the influence of the cementing strength on destruction pattern stress hill climbing as well as the shear zone of the soil,which provided references for the matter concerned.