软弱地层深挖基坑中工程桩偏位分析

某软土地基上建造多栋毗邻的小高层住宅,在地下车库基坑的开挖过程中,软土流动推挤坑内桩基导致偏位。文章以上述工程为背景,借助三维有限差分程序FLAC3D,选取简化计算模型,对基坑开挖流动土体作用下工程桩的反应性状进行了模拟与分析,并与实测值进行了比较,最后讨论了影响桩基变形的相关因素,可为分析软土地区基坑开挖对坑内工程桩影响时提供一定的理论指导。     

不同阳极电位下铝青铜的电化学阻抗谱研究

应用电化学阻抗谱(EIS)方法研究了铝青铜的腐蚀溶解机制.结果表明,在活性溶解区,铝青铜以氯化络合物的形式溶解,并且CuCl2的扩散是该溶解过程的控制步骤;而在过渡区,铝青铜的EIS谱出现第2个容抗弧,这是由于CuCl络合物和氧化腐蚀产物在电极表面沉积成膜所致;在极限电流区,腐蚀产物膜产生破损点,导致电极表面快速溶解,产生严重的点蚀,这就是在该区域极化电位下EIS出现感抗弧的原因.     

Morphological studies of the mechanism of pit growth of pure aluminum in sulfate ion- or nitrate ion-containing 0.1 M NaCl solutions

The mechanism of pit growth of pure aluminum (Al) in sulfate ion (SO₄ ^2–)- or nitrate ion (NO₃ ^–)-containing 0.1 M sodium chloride solutions has been studied in terms of the morphological changes of artificial pits using potentiodynamic polarization experiment, potentiostatic current transient technique and optical microscopy. The increase in SO₄ ^2– and NO₃ ^– ion concentrations in NaCl solution raised the pitting potential E _pit of pure Al, which is ascribed to the impediment to pit initiation on pure Al by the addition of SO₄ ^2– or NO₃ ^– ions. From the potentiostatic current transients of artificial pits in aqueous 0.1 M NaCl solution, the average value of the pit current was observed to increase with increasing SO₄ ^2– ion concentration, whereas that value of the pit current in the presence of NO₃ ^– ions increased up to ca. 0.4 M NO₃ ^– ion concentration and then decreased abruptly with increasing NO₃ ^– ion concentration. From observations of the morphologies of the pits, it appears that the pit grows preferentially in the lateral direction or in the downward direction by adding SO₄ ^2– or NO₃ ^– ions to aqueous 0.1 M NaCl solution, respectively. Based upon the experimental results, two different pit growth mechanisms by anion additives can be proposed: (1) pit growth by the preferential attack of both SO₄ ^2– and Cl^– to the pit wall in SO₄ ^2–-containing solutions; (2) pit growth by the creation of an aggressive environment at the pit bottom up to 0.4 M NO₃ ^– ion concentration due to the lower mobility of NO₃ ^– than Cl^– in NO₃ ^–-containing solutions. Electronic Publication     

深基坑桩锚支护体系主动区土压力试验研究

通过深大基坑桩锚支护体系主动区土压力现场试验,依据基坑工程时空效应理念,研究分析了在深大基坑开挖过程中桩锚支护体系的受力特性,得出了主动区土压力随开挖进程发展而变化的分布规律,对类似深大基坑支护体系设计时的土压力计算具有重要参考价值。     

城市地下工程中的环境岩土工程问题

近年来, 随着城市人口的急剧增长, 交通与住房拥挤状况日趋突出, 在我国一些大中城市中, 道路交通隧道、地铁工程、地下商城等地下工程建设项目在逐年增多。由于城市工程环境特殊性和地下工程的特点, 在其施工过程中经常出现基坑失稳 (明挖 )、地面沉降、岩溶塌陷、洞室失稳、巷道突水等多种环境岩土工程问题, 不仅严重影响地下工程建设和周围建筑物环境安全, 而且给国家造成重大经济损失。这一问题已引起岩土工程领域很许多专家的关注, 并成为该领域的研究热点。本文结合南京市区地下工程建设的实际情况, 探讨城市地下工程环境岩土工程问题的特点和形成机理, 并提出解决地下工程环境岩土工程问题的方法和建议。     

苯酚苯胺共聚物在304不锈钢电极表面的电化学合成及成膜微观结构分析

苯酚和苯胺在304不锈钢阳极表面实现了电化学共聚,反应在中性水溶液中进行,电解质为硫酸钠. 比较不同苯酚苯胺浓度下共聚成膜耐点蚀能力,当苯酚为0.09 mol/L和苯胺为0.01 mol/L时最佳.红外光谱分析证实苯胺结构出现在苯酚苯胺的共聚物中,且共聚物膜比聚苯酚膜含有更多支链. 利用苯酚苯胺共聚物膜在四氢呋喃中的部分溶解性,使用扫描电子显微镜分析四氢呋喃清洗前后的成膜,观察到网状聚苯胺结构. 将共聚物膜与聚苯酚膜微观结构进行推测和比较,解释在电聚合反应中适量加入苯胺能提升成膜防腐能力原因.     

木材微纤丝角四种测试方法对比研究

分别采用X射线衍射法、偏振光显微镜法、纹孔观察法和近红外光谱预测法对杉木木材的微纤丝角进行了测定,结果表明：对于同一株杉木,纹孔观察法测得的微纤丝角平均值最大,X射线衍射法次之,偏振光显微镜法最小,三种方法得到的微纤丝角差异不显著;对于不同年轮的微纤丝角,X射线衍射法测定值于第20年轮以后变得最大,纹孔观察法测定值上下浮动最大,偏振光显微镜法测定值相对最为集中,越远离髓心三种方法的测定值曲线吻合得越好,同一年轮微纤丝角采用不同方法测定时差异不显著;对于同一年轮的微纤丝角,偏振光显微镜法得到的最大值与最小值相差不大于4°,而纹孔观察法相差达到21.53°,其标准偏差也达到4.75。近红外光谱预测法和X射线衍射法均属于无损检测法,它们两个联立建立的模型精度高,预测性和重现性好、便于实现在线分析,其校正模型和验证模型的相关系数R2分别达到了0.81和0.75,校正标准误差和预测标准误差分别为1.79和2.02。另外,其他三种方法均可以与近红外光谱技术联用来预测该木材的微纤丝角,显示了近红外光谱技术无与伦比的优越性。同时,文章分析了这四种方法的优缺点,探讨了产生这种结果的原因,以便为广大研究者提供参考。     

Fractal analysis of pit morphology of Inconel alloy 600 in sulphate,nitrate and bicarbonate ion-containing sodium chloride solution at temperatures of 25–100 °C

Pit morphology of Inconel alloy 600 in sulphate (SO₄ ^2-), nitrate (NO₃ ^-) and bicarbonate (HCO₃ ^-) ion-containing 0.5 M sodium chloride (NaCl) solution was analysed in terms of fractal geometry as functions of solution temperature and anion concentration using the potentiostatic current transient technique, scanning electron microscopy, image analysis and ac-impedance spectroscopy. Potentiostatic current transients revealed that the pitting corrosion is facilitated by the increase in solution temperature, irrespective of anion additives, and that it is hindered by the increase in NO₃ ^- and HCO₃ ^- ion concentration, regardless of solution temperature. Above 60 °C, it was also found that the addition of SO₄ ^2- ions impedes pit initiation, but enhances pit growth. The value of fractal dimension D _f of the pits increased with increasing solution temperature and with decreasing NO₃ ^- and HCO₃ ^- ion concentration. Moreover, the value of D _f increased above 60 °C with increasing SO₄ ^2- ion concentration. This is caused by the increase in the ratio of pit perimeter to pit area, implying the formation of pits with micro-branched shape due to the acceleration of the local attack in the pits. From the decrease of the depression parameter with increasing solution temperature, it is inferred that the roughness of the pits increased with increasing solution temperature. In addition, the depression parameter was found to increase with increasing NO₃ ^- and HCO₃ ^- ion concentration. But, above 60 °C, in the case of SO₄ ^2- ion addition, the depression parameter decreased with increasing SO₄ ^2- ion concentration. From the experimental findings, the three-dimensional pit morphology is discussed in terms of the values of D _f of the pits and the depression parameter, with respect to anion concentration and solution temperature.     

Effect of hydrostatic extrusion on passivity breakdown on 303 austenitic stainless steel in chloride solution

The stability of the passive film formed on austenitic 303 stainless steel in the as-received state and after severe plastic deformation by hydrostatic extrusion (HE) leading to nanostructurization was investigated in an aggressive environment containing Cl⁻ ions by anodic polarization. Transmission electron microscopy (TEM) and stereological image analysis were used to examine structural changes introduced by HE. Surface analytical techniques such as light microscopy, scanning electron microscopy, Auger electron spectroscopy (AES), and scanning Auger microscopy (SAM) were used to characterize the morphology, grain size, and chemistry of the surface, including local characterization of nonmetallic inclusions and their surface before and after HE. SAM analysis revealed discontinuities of the passive oxide film on MnS inclusions. TEM and scanning transmission electron microscopy examinations confirm a drastic reduction of grain size accompanied by a distinct refinement of the size of sulfide inclusions in the HE matrix. These changes in the HE 303 stainless steel are apparently responsible for its reduced pitting resistance compared to the as-received material. Contribution to the Fall Meeting of the European Materials Research Society, Symposium D: 9th International Symposium on Electrochemical–Chemical Reactivity of Metastable Materials, Warsaw, 17th–21st September, 2007.     

苯酚苯胺共聚物在304不锈钢电极表面的电化学合成及成膜微观结构分析

Electrochemical copolymerization of phenol and aniline was achieved on 304 stainless steel anodes in neutral water solution with an electrolyte of Na₂SO₄O₄. Compared with pit corro-sion potential of different copolymer coatings, the best solution composition was 0.09 mol/L phenol and 0.01 mol/L aniline. Through infrared spectrum analysis, polyaniline structure was proved in phenol-aniline copolymer, as well as more side chains. Scanning electron mi-croscope was used to analyze microstructure of copolymer coating, taking advantage of part solubility of phenol-aniline copolymer in tetrahydrofuran, the bifurcate network structure was observed. The copolymer coating microstructure was summarized, compared with the performance of polyphenol coatings, the reasons of corrosion resistance enhancement with the addition of aniline in electropolymerization reaction was assumed as well.