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干湿循环下红黏土斜坡裂隙性和水土响应试验研究 被引量:7
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作者 任意 江兴元 +2 位作者 吴长虹 孟生勇 赵珍贤 《水利水电技术(中英文)》 北大核心 2022年第4期172-179,共8页
为研究干湿条件下红黏土裂隙发展规律,分析斜坡变形破坏机制,进行红黏土边坡室内干湿循环模拟试验。结果表明:(1)红黏土斜坡在干湿条件下裂隙率呈阶梯状增加,坡面和坡顶裂隙发展存在一定差距,4次循环期间坡面裂隙率逐渐由3%增加至14%,... 为研究干湿条件下红黏土裂隙发展规律,分析斜坡变形破坏机制,进行红黏土边坡室内干湿循环模拟试验。结果表明:(1)红黏土斜坡在干湿条件下裂隙率呈阶梯状增加,坡面和坡顶裂隙发展存在一定差距,4次循环期间坡面裂隙率逐渐由3%增加至14%,而坡顶最终裂隙率仅7%;(2)红黏土斜坡初始阶段渗透性极低,基本不透水,干湿循环过程中土体裂隙极大地增强了斜坡渗透性;(3)干湿循环使斜坡土体反复胀缩,土壤含水率变化量由5%增至20%,基质吸力增至350 kPa,胶结物质的流失及结构的破坏造成土体强度不可逆性降低;(4)裂隙的产生破坏了斜坡的整体性,降雨期间随着土壤含水率的增加,基质吸力减小,强度迅速降低,在雨水浸润下斜坡裂隙逐渐软化形成潜在滑面,从而引发局部失稳破坏。 展开更多
关键词 红黏斜坡 干湿循环 裂隙演化 渗透性 土水响应
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Impact of Crash Environments on Crashworthiness of Fuselage Section 被引量:2
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作者 TANG Huan ZHU Shuhua +1 位作者 LIU Xiaochuan XI Xulong 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2022年第S01期1-8,共8页
In order to study the crash resistance of the civil aircraft structure in different crash environments,two environmental models of soft soil and water are established to analyze the dynamic response of the fuselage se... In order to study the crash resistance of the civil aircraft structure in different crash environments,two environmental models of soft soil and water are established to analyze the dynamic response of the fuselage section subjected to the vertical at the impact velocity of 7 m/s.Simulation results show that the soft crash environment can have a certain cushioning effect on the structure crash,but it will prolong the crash time and change the energy absorption mode.This work suggests that soft environment may not be suitable for forced landing. 展开更多
关键词 CRASHWORTHINESS dynamic response fuselage section soft soil WATER
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Flexural response of reinforced concrete beams strengthened with post-poured ultra high toughness cementitious composites layer 被引量:6
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作者 王楠 徐世烺 《Journal of Central South University》 SCIE EI CAS 2011年第3期932-939,共8页
Four-point bending tests were conducted up to failure on eleven reinforced concrete (RC) beams and strengthening beams to study the effectiveness of externally pouring ultra high toughness cementitious composites (UHT... Four-point bending tests were conducted up to failure on eleven reinforced concrete (RC) beams and strengthening beams to study the effectiveness of externally pouring ultra high toughness cementitious composites (UHTCC) on improving the flexural behavior of existing RC beams.The strengthening materials included UHTCC and high strength grade concrete.The parameters,such as thickness and length of strengthening layer and reinforcement in post-poured layer,were analyzed.The flexural behavior,failure mode and crack propagation of composite beams were investigated.The test results show that the strengthening layer improves the cracking and ultimate load by increasing the cross section area.Introducing UHTCC material into strengthening not only improves the bearing capacity of the original specimens,but also disperses larger cracks in upper concrete into multiple tightly-spaced fine cracks,thus prolonging the appearance of harm surface cracks and increasing the durability of existing structures.Compared with post-poured concrete,UHTCC is more suitable for working together with reinforcement.The load?deflection plots obtained from three-dimensional finite-element model (FEM) analyses are compared with those obtained from the experimental results,and show close correlation. 展开更多
关键词 ultra high toughness cementitious composities strengthening beams flexural behavior post-poured layer
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Decoupled drought responses of fine-root versus leaf acquisitive traits among six Prunus hybrids 被引量:1
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作者 Shuang-Xi Zhou Rob R.Walker Everard Edwards 《Journal of Plant Ecology》 SCIE CSCD 2020年第3期304-312,共9页
Aims Predicting drought consequences on forests and fruit crop plantings requires improved understanding of drought responses of both leaf and fine-root resource acquisitive traits(specific leaf area—SLA,specific roo... Aims Predicting drought consequences on forests and fruit crop plantings requires improved understanding of drought responses of both leaf and fine-root resource acquisitive traits(specific leaf area—SLA,specific root surface area—SRA and specific root length—SRL).We hypothesize their responses are coordinated towards integrated plant resource conservation under severe drought.Methods We tested the hypothesis with a greenhouse-based drought experiment on saplings of six Prunus hybrids with a priori known contrasting drought sensitivity.Saplings were subjected to either control(100%field capacity)or severe drought stress treatment(33%evapotranspiration of hybrid-specific control plants).Sample collections were carried out at 30 and at 60 days after the start of treatments,for both control and stressed saplings.Important Findings No hybrid showed concurrent significant decrease of SLA and SRA(or SRL)under severe drought.The fine-root traits of the six hybrids showed two major drought-response scenarios,in particular:(i)increased root tissue density(RTD)and decreased average root diameter without significant change of SRL and(ii)increased RTD and decreased SRL without significant change of average root diameter.Drought responses of leaf gas exchange,SRA,SRL and RTD were closely correlated along a gradient towards resource conservation from control to drought-stressed plants in all hybrids,which was orthogonal to another gradient characterized by a hybrid-dependent decrease of SLA.These findings highlight(i)the multi-dimensionality of root-trait drought responses,(ii)the decoupling between leaf economics and leaf hydraulics and(iii)the covariation of leaf and root hydraulics in terms of trait drought responses.The study contributes to identifying the origin of the multi-dimensionality of root-trait drought response at intraspecific scale,and highlights differential drought–response combinations of leaf and fine-root traits among hybrids to survive under severe soil drought stress. 展开更多
关键词 multi-dimensional drought response soil water stress specific leaf area specific root length specific root surface area
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