《岩土工程技术》征稿简则（2010年版）

本刊被收录为国家科技部“中国科技论文统计源期刊”（中国科技核心期刊）,并能在万方网等全文检索。     

第二届全国环境岩土工程及土工合成材料技术研讨会会议纪要（2008年11月15日）

第二届环境岩土工程与土工合成材料技术交流会于2008年11月13-15日在长沙湖南大学召开。本次会议是由中国岩石力学与工程学会环境岩土工程分会、中国土木工程学会土力学及岩土工程分会、中国土工合成材料工程协会三个学会联合举办,湖南大学、中南大学、湖南科技大学及湖南工业大学联合承办、长沙理工大学与湖南省交通规划勘察设计院协办的一次高水平的学术会议。     

祝贺宋二祥等作者论文荣获2007年中国百篇最具有影响国内学术论文

祝贺宋二祥、娄鹏、陆新征、沈伟的论文“某特深基坑支护的非线性三维有限元分析”（《岩土力学》,2004,25（4）：538-542）荣获2007年中国百篇最具有影响国内学术论文（中国科学技术信息研究所科技论文评选结果）。这是宋二祥教授的光荣,也是本刊的光荣,在此向宋二祥等作者表示祝贺。     

973项目“能源储备地下库群灾交机理与防护理论研究”启动大会在中科院武汉岩土所召开

2008年12月7日,由中国科学院武汉岩土力学研究所主持,联合中国矿业大学（北京）、清华大学、中国科学院地质与地球物理研究所、重庆大学、山东大学、中国人民解放军理工大学、中国石油勘探开发研究院廊坊分院等单位共同承担,科研经费达3300万元,研究团队包括3名院士、2名长江学者、48名博士,研究期为5年的国家973项目“能源储备地下库群灾变机理与防护理论研究”启动大会在武汉岩土所召开。     

《膨胀土的改良技术与工程应用》由科学出版社发行

《膨胀土的改良技术与工程应用》一书由科学出版社发行,该书由河海大学岩土工程研究所王保田教授与张福海副教授编著完成。《膨胀土的改良技术与工程应用》是对河海大学承担交通部西部交通科技项目和江苏省宁淮高速公路膨胀土路基研究的课题研究成果总结。经过课题组全体教师和7位研究生5年的辛苦研究,全面完成了课题研究任务,在科研报告、研究论文和研究生的学位论文的基础上,将核心研究成果提炼出来编写成本书出版。     

“河流地貌的发育”的教学设计

正【课标分析】课程标准要求:"结合实例,分析造成地表形态变化的外力因素"及"举例说明地表形态对聚落分布的影响"。课标首先要求学生以河流地貌为例,分析外力作用对地表形态的影响,认识河流侵蚀地貌和堆积地貌的形成与发展过程,其次要求学生运用图文资料分析河流地貌对聚落分布的影响。【教材分析】教材设置了"河流侵蚀地貌与堆积地貌""河流地貌对聚落分布的影响"这两个问题作为段落的标题。     

Using live vegetation volume to analyze the effects of plot Pinus massoniana Lamb on water and soil conservation under natural rainfall events

The 3-D spatial distributions of vegetation are of great significance for water and soil conservation but are rarely concerned in literatures. The live vegetation volume （LVV） was used to relate to water/soil loss under 144 natural erosive rainfall events from 2007 to 2010 in a typical water-eroded area of southern China. Quadratic polynomial regression models were established for five pure tree （Pinus massoniana Lamb） plots between LVV and water （rtmoff）/soil conservation effects （RE/SE）. RE/SE corresponds to the ratios of runoff depth/soil loss of the pure tree plots to that of the control plot under each rainfall event. Increasing LVV exhibits descending （DS）, descending-ascending （DA）, ascending-descending （AD）, and ascending （AS） trends in the LVV-RE and LVV-SE curves. The effects of soil conservation on the plots were generally more noticeable than the effects of water conservation, and most of the RE and SE values reflected the positive effects of water and soil conservation. The effects were mainly positive under heavy rains （e.g., rainfall erosivity, R = 140 MJ mm ha-l h, maximum 30 min intensity, I30 = 16 mm h-l）, whereas the effects were mainly negative under light rains （e.g., R = 45 MJ mm ha-1 h, I30 = 8 mm h-l）. The trees＇ water/soil conservation effects notably transformed when rainfall erosivity and intensity were lower than the positive or negative effects to a certain threshold. About 50% rainfall events led to obvious transform effects when LVVs were near 0.5 or 0.6. These results are able to aid in the decision making on the forest reconstruction in water-eroded areas.     

Physical model experiments for sediment supply to the old Rhine through induced bank erosion

A mobile-bed, undistorted physical model （1：40） has been used to investigate different sediment supply strategies to the Old Rhine through bank protection removal and modifications of groyne dimensions and configuration, which cause bank erosion. This trained channel was previously the main bed of the upper Rhine downstream of Basel （Switzerland）, but it has an artificially low flow regime since the construction of the Grand Canal d＇Alsace, a navigation canal, and a flow control dam at Kembs （France）. Training works and subsequent channel incision have also greatly reduced sediment transport rates and created a heavily armoured bed. The modelled pilot site has a groyne field on the left bank. Results show that the currently existing groynes at the site are not effective in creating high bank-side velocities conducive to bank erosion, even for flow rates significantly higher than the mean annual flow rate. The river bank has also proved to be more resistant than previously thought, allowing long stretches of bank protection to be safely removed. The physical model testing process has produced a new configuration for the groyne field, where two higher, larger island groynes are placed further apart than the three existing attached groynes. This innovative approach has proved effective, causing bank erosion for flow rates below the mean annual flow rate, with consistent erosion being observed. It has also been found that such a configuration does not pose a hazard for the Grand Canal d＇Alsace, which is situated next to the Old Rhine, through excessive bank erosion during high flow events.     

天津华北地质勘查局核工业二四七大队

天津华北地质勘查局核工业二四七大队,前身是核工业东北地质局二四七大队,始建于1958年,致力于国家和地方矿产资源基础地质的勘察、岩土工程勘察以及基础施工等,为国家建设提供地矿勘察及探矿服务。二四七大队技术力量雄厚,设备仪器齐全,核心技术优势突出。有一支技术精湛、敬岗爱业、吃苦耐劳的核心员工队伍,现有在岗职工450人。专业技     

四川省地质矿产勘查开发局

四川省地质矿产勘查开发局四。四地质队始建于1980年,是省属事业单位,是一支集地质、矿产勘查开发、水工环、物化探、岩土工程勘察施工、地质灾害勘查设计及施工、地质科研及测绘为一体的综合性地勘队伍。拥有地质、水工环、测量、探矿、物探、化探、注册岩土工程师、经济、会计、实验测试等专业技术职称技术人员228人。其中具有副高级职称14人、中级职称71人。