A hybrid computational approach to formulate soil deformation moduli obtained from PLT     

Seyyed Mohammad Mousavi  Amir Hossein Alavi  Ali Mollahasani  Amir Hossein Gandomi 《Engineering Geology》2011,123(4):324

In this study, new empirical equations were developed to predict the soil deformation moduli utilizing a hybrid method coupling genetic programming and simulated annealing, called GP/SA. The proposed models relate secant (E_s), unloading (E_u) and reloading (E_r) moduli obtained from plate load–settlement curves to the basic soil physical properties. Several models with different combinations of the influencing parameters were developed and checked to select the best GP/SA models. The database used for developing the models was established upon a series of plate load tests (PLT) conducted on different soil types at various depths. The validity of the models was tested using parts of the test results that were not included in the analysis. The validation of the models was further verified using several statistical criteria. A traditional GP analysis was performed to benchmark the GP/SA models. The contributions of the parameters affecting E_s, E_u and E_r were analyzed through a sensitivity analysis. The proposed models are able to estimate the soil deformation moduli with an acceptable degree of accuracy. The E_s prediction model has a remarkably better performance than the models developed for predicting E_u and E_r. The simplified formulations for E_s, E_u and E_r provide significantly better results than the GP-based models and empirical models found in the literature.  相似文献   

Empirical modeling of plate load test moduli of soil via gene expression programming     

Ali Mollahasani  Amir Hossein Alavi  Amir Hossein Gandomi 《Computers and Geotechnics》2011

New empirical models were developed to predict the soil deformation moduli using gene expression programming (GEP). The principal soil deformation parameters formulated were secant (E_s) and reloading (E_r) moduli. The proposed models relate E_s and E_r obtained from plate load-settlement curves to the basic soil physical properties. The best GEP models were selected after developing and controlling several models with different combinations of the influencing parameters. The experimental database used for developing the models was established upon a series of plate load tests conducted on different soil types at depths of 1–24 m. To verify the applicability of the derived models, they were employed to estimate the soil moduli of a part of test results that were not included in the analysis. The external validation of the models was further verified using several statistical criteria recommended by researchers. A sensitivity analysis was carried out to determine the contributions of the parameters affecting E_s and E_r. The proposed models give precise estimates of the soil deformation moduli. The E_s prediction model provides considerably better results in comparison with the model developed for E_r. The simplified formulation for E_s significantly outperforms the empirical equations found in the literature. The derived models can reliably be employed for pre-design purposes.  相似文献   

重磁3D物性反演技术在金属矿勘探中的应用   总被引：1，自引：0，他引：1  

刘璎 《地质与勘探》2011,47(3):448-455

解反演问题是地球物理资料处理解释的主要环节.反演就是依据已获得异常特征,结合地质和其他资料,求解地下源体的空间位置、形状及物性特征参数.随着对地质体全方位精细结构研究要求的提高,重磁等反演技术已发展到3D反演阶段.重磁反演主要有两种方法,即形态反演(建立场源模型形态单元)和物性反演(构建物性模型单元).在物性模型构建中...  相似文献   

循环冻融条件下安山岩和花岗岩的物理力学特性试验研究   总被引：5，自引：0，他引：5  

刘华  牛富俊  徐志英  林战举  许健 《冰川冻土》2011,33(3):557-563

结合青藏铁路块石护坡路基处于青藏高原特殊的气候条件,对用于青藏铁路护坡的两种主要岩石（花岗岩和安山岩）进行循环冻融试验.结果表明:两种岩石在经历了数次冻融循环后都出现了微细裂纹;声波监测表明,超声波速同冻融循环周期呈指数下降关系,显示了冻融循环对岩石风化的影响以及循环后岩石物理力学参数变化的趋势.结果说明,花岗岩的冻融...  相似文献   

基于相关系数和Fisher最优分割法的汛期分期研究   总被引：1，自引：0，他引：1  

王双银  杨筱筱 《水文》2011,(4):1-5

从径流形成原理出发,提出了采用降雨径流相关系数作为汛期分期指标的基本思路。以陕西省石头河水库1954~2007年的日降水和日流量资料为基础,采用主成分分析法对影响时段径流的因素进行了分析,筛选出了影响不同时段径流量的主要因素,计算了主要影响因素与时段径流量的相关系数,采用Fisher最优分割法将石头河水库汛期划分为汛前过渡期(4月1日~5月20日)、前汛期(5月21日~7月10日)、主汛期(7月11日~8月10日)、后汛期(8月11日~9月20日)和汛后过渡期(9月21日~10月31日),并结合区域气候特点和实际发生的洪水对成果进行了合理性论证。该方法资料要求低,计算简便,具有一定的推广应用价值。  相似文献   

洞庭湖水沙变化分析及影响初探   总被引：4，自引：0，他引：4  

李正最  谢悦波  徐冬梅 《水文》2011,31(1):45-53,40

水沙变化是洞庭湖演变和江湖关系调整的关键因子。综合运用数理统计、小波分析、Mann-Kendall法和累加过滤器等方法,分析1956～2008年洞庭湖入湖和出湖径流和输沙量的变化特征。结果表明:①洞庭湖入湖水量以湘、资、沅、澧四水入流为主,洞庭湖入湖泥沙以荆江三口分沙为主。四水年均入湖水量约占洞庭湖出湖总水量的59.2%;三口入湖沙量约占入湖总沙量的80.9%。②由于荆江裁弯、葛洲坝工程运用、三峡水库拦蓄以及长江上游的水土保持措施的影响,从三口河道进入洞庭湖的水沙呈现明显的衰减趋势,入湖水量所占比重已由荆江裁弯前的42.6%下降到了三峡水库运用初期的21.7%;入湖沙量所占比重已由荆江裁弯前的87.7%下降到了三峡水库运用初期的59.6%。③近50年洞庭湖的泥沙沉积总量达52.9×108t,但泥沙沉积比已由荆江裁弯前的73.3%下降到了三峡水库运用初期的34.0%,洞庭湖泥沙淤积的趋势明显减弱,有利于保持洞庭湖的调洪湖容,延长洞庭湖的寿命;但三峡水库运用初期,三口分流的衰减将加剧洞庭湖区西部地区枯水供水的紧张态势,并使水环境容量下降;同时城陵矶下游长江河道的淤积导致洞庭湖洪水位抬升。  相似文献   

确定Brooks-Corey土壤水力特性模型参数的垂直入渗方法          下载免费PDF全文

马东豪  张佳宝  黄平 《水科学进展》2011,22(2):235-241

在水平入渗方法的基础上,提出了一种不需测定饱和导水率,仅利用一维垂直入渗试验即可确定Brooks-Co-rey模型参数的新方法.利用封丘县两种质地土壤的入渗资料,对所提出的方法进行了检验.结果表明,只要入渗历时足够长,基质势和重力势作用相当,垂直入渗方法确定的土壤水力参数与水平吸渗方法的预测结果相近;利用预测的参数,数...  相似文献   

龙羊峡水库水温结构演变及其对下游河道水温影响   总被引：1，自引：0，他引：1       下载免费PDF全文

宋策  周孝德  辛向文 《水科学进展》2011,22(3):421-428

多年调节水库由于年际运行过程的差异引起水库水温结构变化,探明其规律及对下游河道水温响应具有重要意义。以黄河龙羊峡水库为研究对象,利用水库蓄水后的1988～2008年运行过程及水温观测资料,分析了水库运行方式与水温结构变化关系,探讨了水库不同运用过程对下游河道水温的影响。研究结果表明:龙羊峡水库水温结构演变及其对下游河道水温影响程度与水库运用过程密切相关。12～3月,水温结构为弱分层或等温分布,较高水位的蓄热增温效应明显,下游河道水温与水库水位变化具有同相位关系;5～10月,水温结构为分层分布,水位是决定分层形态变化最主要因素,下游河道水温与水库水位变化具有反相位关系,同时,水位与河道水温在不同的出入库水量条件下,呈现不同的线性相关关系。11月和4月,水温结构近乎为等温状态,也是水温结构变化的转折点。研究成果为分析大型水库在不同运行条件下水温结构及下游河道水温提供一定的参考依据。  相似文献   

三峡库区消落区表层沉积物磷吸附特征   总被引：2，自引：0，他引：2       下载免费PDF全文

曹琳  吉芳英  林茂  黎司  王图锦 《水科学进展》2011,22(1):89-96

以三峡库区消落区表层沉积物为研究对象,通过对干湿交替沉积物中磷的赋存形式、吸附等温曲线的分析,揭示了干湿交替过程中沉积物磷的分布规律、吸附特征以及磷的源汇变化。结果表明:上覆水总磷变化呈现11月总磷<5月总磷<8月总磷。消落区覆水到出露沉积物最大磷吸附量、土壤最大缓冲能力在增加,磷零吸持平衡浓度、易解吸磷在降低,表明沉积物在夏季出露落干的过程中,固磷能力增强,释磷能力减弱;消落区土壤首次覆水过程中土壤磷呈现出由源到汇的转变。成库初期,覆水时沉积物主要表现为磷的积累,次年水库开闸放水排沙时,消落区表层富磷沉积物被冲刷排出。  相似文献   

Research for time-temperature equivalence effect of rock (I):Theory research   总被引：1，自引：1，他引：0  

LIU Quan-sheng  ZHU Yuan-guang 《岩土力学》2011,32(3):641-646

In order to know about the rheological properties of rock in a long range of the time scale,method of increasing temperature was brought forward to accelerate the rheological process of rock,which could extend the time scale of experimental test data.Firstly,based on the generalized linear viscoelastic constitutive equation with temperature variable,the creep behavior of rock was divided into three types according to the different strain dependences of the time,that is,Hookean deformation,Newtonian flow,and retarded elasticity.Then the general equivalence relationship between time parameter and temperature parameter was derived for each type of strain.Finally,the relation between time parameter and temperature parameter in the whole creep was considered and the general theory of time-temperature equivalence effect(TTEE) of rock was established.This research reveals: ①The temperature effect on the instantaneous strain could be modified through vertical shift.②The key point of the TTEE of Newtonian flow depends on whether in the study of linear viscoelastic behavior of rock change of temperature is completely equivalent to a shift of the logarithmic time scale or not.③By plotting the results of a creep experiment performed at different temperatures and comparing the curves obtained,one can decide whether the rock considered have TTEE.④The TTEE of the whole creep should satisfy that the horizontal shift function of Newtonian flow and retarded elasticity is consentaneous.  相似文献