古建筑风化石质构件力学参数的确定方法

针对目前常规确定岩石力学参数的方法只能得出岩块的整体强度,不能反映古建筑石质构件风化层内力学参数逐渐变化,无法很好地满足石质古建筑稳定性、耐久性研究的不足,提出了综合运用现场穿透波CT测试、表面回弹测试和室内试验确定风化石质构件力学参数的方法。方法的实施主要包括：通过现场穿透波CT测试,获得纵波波速在石质构件深度剖面上的分布;现场选取与欲研究的石质构件类似的岩石做室内力学试验和波速测试,得出力学参数与波速的统计关系;上述两者结合得出力学参数在石质构件深度剖面上的分布,在此基础上分析风化层内力学参数随深度的变化关系;对不同风化分区代表性石构件进行风化深度研究和表面回弹测试,得出构件表面强度比与风化深度的关系。以义乌宋代古月桥为例,对其方法进行了系统的介绍,并对古月桥承载条石风化层内力学参数随深度的变化关系以及表面强度与风化深度的关系进行了研究。研究表明：义乌宋代古月桥承载条石风化层内的抗压强度比、弹性模量比随深度呈负指数关系变化;表面强度比与风化深度呈2次多项式关系。     

岩石化学风化时效效应的离散元模拟

微观上,岩石由晶粒和晶粒之间的联接组成。在岩石的风化过程中,晶粒之间的联接会被削弱,导致岩石微观缺陷的发展,从而表现为显著的时效效应。在已有胶结模型的基础上,将岩石的化学风化过程等效为颗粒之间胶结物质不断溶蚀进而影响颗粒之间胶结强度和刚度的过程,基于此建立了考虑化学风化的微观接触模型。随后将模型植入离散元软件,运用离散元方法（DEM）,模拟和对比分析了室内腐蚀试验与DEM模拟化学风化试验,结果表明：该模型可以反映岩石强度的化学风化时效效应,即随着反应时间增加,强度减小;可以反映单轴压缩试验中裂隙压密阶段以后变形的时效效应,即随着反应时间的增加,弹性模量、破坏时应变减小;粒间胶结的破坏,即微观缺陷的发育,是导致岩石化学风化时效效应的微观原因。同时DEM模拟风化与加载耦合的试验现象表明,施工过程中的施工速度会影响岩石的强度,施工应该选择合适的速率。     

The Impact of Human Activities on CO2 Intake by Carbonate Weathering: A Case Study of Conglin Karst Ridge-trough at Fuling Town,Chongqing, China

The chemical weathering can consume atmosphere/soil CO2. Human activities such as pollution, fertilization and acid precipitation have exerted a large impact on CO2 intake by carbonate weathering. Thus, based on the analysis on chemical component change of the karst groundwater in the karst ridge watershed of Conglin Village, Fuling District of Chongqing City, the influence of human activities such as fertilization, sewage discharges from mustard tuber processing, breeding industry and acid rain precipitation on carbonate weathering and CO2 intake in 1980, 2003 and 2006 was studied. The results showed that CO2 intake by carbonate rock declined with year. Because H+ derived from acid sewage discharge, fertilization and acid precipitation reacted with carbonate rock when mustard tuber production and swine breeding were developed fleetly after 2000 as well as the burning amount of high-sulfur coal augmented persistently, which led to the increase of (Ca2++Mg2+)/HCO3-. The difference on charge between Ca2++Mg2+ and HCO3- was balanced by NO3-+SO42-. The control on pollution and acid rain, especially the pre-neutralization of acid waste water, would rejuvenate the atmospheric CO2 intake strength of carbonate weathering besides the protection of water and soil environment     

汉江上游谷地与渭河谷地黄土化学风化程度比较

比较汉江上游谷地及渭河谷地典型黄土剖面的元素组成、化学风化强度及常量元素迁移特征,揭示秦岭南北两侧黄土-古土壤剖面的成壤强度及其所指示的环境演变特征,两者差异及共性如下：① 两剖面化学组成均以SiO₂、Al₂O₃和Fe₂O₃为主,元素组成均一且高度混合,与上部陆地壳（UCC） 的化学成分十分接近,该些证据均指示两区域黄土是来源广泛并经过充分混合的风尘堆积产物。② 据CIA 值可判定MTS 及YHC 剖面均经历了中等风化作用,比较两剖面CIW值、A-CN-K三角图投点特征及元素迁移率知,汉江上游谷地的黄土-古土壤序列经历的化学风化作用更强,Ca 及Na 元素的丢失率更高,Al、Na、Mg、Si 等常量元素的迁出率更大。③ 依据Fe、Na迁移率的全剖面变化曲线知,汉江上游谷地与渭河谷地自全新世以来经历了相同的气候演变阶段,均记录了6000-5000a BP的干冷气候事件。     

贵州碳酸盐岩红色风化壳次生石英的裂变径迹测年研究

贵州位于青藏高原东南缘,由于缺乏沉积记录其新生代的地质演化历史还不很明晰,而广泛分布于云贵高原的碳酸盐岩红色风化壳可能蕴涵着重要的地质演化信息.本文对贵州多个原位碳酸盐岩红色风化壳中产出的晶体形态较好的石英进行了裂变径迹方法测年.结果显示,石英的裂变径迹年龄数据呈现出较大的变化范围,从 1 Ma到 25 Ma,且远远地小于其三叠纪和寒武纪的母岩年龄;结合贵州 25 Ma到 1 Ma的区域地质演化历史,裂变径迹年龄值可以排除石英来源于母岩碎屑、成岩过程的次生形成以及火山活动产生的热水沉淀或交代形成的可能性,而只能推断为该晶体形态较好的石英于碳酸盐岩风化作用产生的富硅流体中沉淀形成;各剖面石英的年龄值与新生代的青藏高原夷平期、华南红土期、贵州构造稳定期乃至世界范围内的风化气候期有着良好的对应关系,说明次生石英裂变径迹测年具有很好的可行性和可靠性.     

论雷暴风化作用

在位于冀东地区海拔１８４０多米的都山顶峰，笔者首次发现了雷暴风化作用，并目睹了雷暴风化作用的进行。在都山顶部，发现了雷暴风化砾石堆，分析了雷暴风化作用的物理依据，估算出一次雷暴作用所释放能量的０．０７％－０．００７％就可使１ｍ＾３的花岗岩断裂。阐述了雷暴风化作用的时空分布规律，指出雷暴风化作用主要发生在低纬度近山地地区。气候比较温暖且降水量较多的地史时期是雷暴风化作用较发育阶段。对于中国东部中低山     

基于特征比值的原油中PAHs标志物风化规律研究

以渤海某原油作为研究对象进行综合模拟风化实验, 探讨了原油中五类PAHs组分的风化规律并筛选出其中稳定的诊断比值。结果表明: 经过50d风化, 原油中PAHs的分布已经发生了较大的改变, 其中萘系类损失最为严重, 菲系列所占的比例有所提高, 二苯并噻吩、屈、芴系列则保持相对稳定, 这为进一步筛选用于溢油来源鉴别的新诊断比值参数提供了一定依据; 经风化检验, 现有常用6种PAHs诊断比值在风化50d后较稳定, 可用于风化溢油的鉴别; 所选取新诊断比值中, 菲和屈系列、烷基取代二苯并噻吩类、烷基取代芴类抗风化能力较强, 共筛选出34种诊断比值可作为溢油鉴别的有效指标。     

砂砾岩水力压裂裂缝扩展规律的数值模拟分析

砂砾岩储层一般具有岩性和渗透性变化大、孔隙度低、连通性差、孔隙结构复杂和非均匀性严重等特点,因此,在水力压裂过程中,裂缝扩展形态难以控制,大规模改造难度大。针对国内某典型砂砾岩油藏特征,采用数值计算方法对砂砾岩压裂裂缝的扩展规律进行了研究,包括地应力场、砾石含量和粒径等对裂缝扩展形态及压裂压力的影响。研究表明,砾石的存在增加了压裂裂纹扩展的复杂性,裂纹主要有止裂、偏转、穿透和吸附4种表现模式,但主应力差严格控制着裂纹的走向,随着主应力差的增大,裂纹由总体绕砾扩展转变为总体穿砾扩展,失稳压力随着主应力差的增大而明显减小;砾石含量的多少体现了砂砾岩试样宏观的非均匀性,含量越高均匀性越差,随着砾石含量的提高,裂纹与砾石的相互作用占据主导地位,失稳压力随砾石含量的增加而增大;当砾石体积含量一定时,砾石粒径对压裂压力的影响主要取决于砾石排列的随机性,失稳压力随砾石粒径的增大而略有增大。     

Rock warming and drying under simulated intertidal conditions,part II: weathering and biological influences on evaporative cooling and near‐surface micro‐climatic conditions as an example of biogeomorphic ecosystem engineering

The way in which rocks and engineering materials heat‐up and dry‐out in the intertidal zone is of relevance to both weathering and ecology. These behaviours can be measured in the laboratory under controlled conditions designed to replicate those occurring in the field. Previous studies have demonstrated differences in thermal behaviours between rock types and through time as a result of soiling in terrestrial environments, but the influence of weathering and colonization on rock behaviours in the intertidal zone has not been previously assessed. We measured the warming and drying of blocks of rock (limestone and granite) and marine concrete during ‘low‐tide’ events simulated in the laboratory, before and after a period of exposure (eight months) on rock platforms in Cornwall, UK. As well as differences between the material types, temperatures of control (unexposed) and field‐exposed blocks differed in the order of 1 to 2 °C. Drying behaviours were also different after field exposure. Differences during the first few hours of exposure to air and heat were attributed to discolouration and albedo effects. Over longer periods of time, changes in the availability of near‐surface pore water as a result of micro‐scale bioerosion of limestone and the development of bio‐chemical crusts on marine concrete [observed using scanning electron microscopy (SEM)] are suggested as mechanisms enhancing and reducing, respectively, the efficiency of evaporative cooling. The retention of moisture by epilithic biofilms may also influence thermal and drying behaviours of granite. These observations represent one of the first examples of cross‐scalar biogeomorphic linkages in the intertidal zone. The significance of the results for the subsequent efficiency of weathering, and near‐surface micro‐climatic conditions experienced by colonizing organisms is discussed. The involvement of microorganisms in the creation of more (or less) ecologically stressful conditions through the alteration of substratum geomorphic properties and behaviours is suggested as an example of ‘biogeomorphic ecosystem engineering’. Copyright © 2011 John Wiley & Sons, Ltd.     

珠江三角洲晚第四纪风化层稀土元素地球化学特征*

珠江三角洲地区上更新统与全新统之间广泛发育1层杂色黏土,其成因多认为主要是由上更新统沉积物在末次冰盛期暴露于地表风化而成。对取自珠江三角洲3条钻孔（PRD09、PRD16和PRD17）的岩心样品分析表明,受风化作用的影响,其稀土元素含量和分异特征发生了较明显的变化。杂色黏土层的稀土总量大大低于下伏沉积物,而在邻近风化层的下伏沉积物中稀土元素却表现为明显富集,尤其是重稀土元素的富集。风化作用强度较大的PRD09孔和PRD17孔下伏沉积物中的稀土富集程度高于风化作用强度相对较小的PRD16孔。珠江三角洲在末次冰盛期时普遍发育的酸性介质条件,促进了风化层的稀土元素发生溶解和迁移。在风化过程中,由于轻、重稀土元素具有不同的溶解迁移能力和吸附能力,导致杂色黏土层的REE指标值（LREE/HREE、(La/Gd)_N和(La/Yb)_N）高于下伏沉积物。风化过程对Ce、Eu异常有一定的影响,但不十分明显,杂色黏土层的Ce、Eu异常值仅略低于下伏沉积物。