电感耦合等离子体原子发射光谱法测定土壤中8种组分

为满足土地质量调查的需求,实现土壤中多组分的同时消解及准确测定,提高大批量样品的分析效率,建立了土壤样品经高压密闭消解后,采用电感耦合等离子体原子发射光谱法(ICP-AES)测定K₂O、Na₂O、CaO、MgO、Ba、Mn、Cu、Zn的方法。通过对消解体系、酸用量、消解温度等方面的考察,确定最佳实验条件;并对待测液中共存元素Al、Fe的干扰进行探讨,两者均不干扰测定。各组分校准曲线线性相关系数均大于0.999;检出限为0.01~10μg/g。实验方法用于测定土壤标准样品GBW07385、GBW07386、GBW07388中K₂O、Na₂O、CaO、MgO、Ba、Mn、Cu、Zn,测定结果的相对标准偏差(RSD,n=12)为1.1%~4.3%,相对误差RE为-4.0%~4.6%。采用实验方法对土壤实际样品中K₂O、Na₂O、CaO、MgO、Ba、Mn、Cu、Zn进行测定,结果的RSD(n=6)为1.2%~4.6%;并与地矿行业标准方法DZ/T 0279.2—2016测定结果进行比对,测得结果基本一致。     

Design and calibration of a laminar soil box suitable for a low-capacity shake table using free-field tests on Ganga sand

The present study concentrates on design, commissioning and calibration of a uniaxial laminar soil box suitable for use on a low base-shear capacity shake table available at IIT Kanpur, India. The box is designed to simulate the behavior of soil deposits subjected to earthquake motions, with minimal boundary effects due to reflection of waves at the boundary. The 1.1 m × 1.6 m × 0.765 m box is comprised of a series of individual lamina supported independently on multiple roller bearings guided through a guide channel. The outer frame connected to the guide rods is designed in such as way that it can transfer the self weight of each lamina out of the shake table. A series of free-field tests are carried out on dry Ganga sand sample to calibrate the box. Dynamic response parameters, such as acceleration, displacement, stress-strain behavior, strain-dependant modulus and damping ratio of the sand at various depth are investigated. Large strain and subsequent increased inelasticity is observed towards the top of the sand bed. The experimental results are further compared with equivalent-linear SHAKE analysis and nonlinear finite element ground response analysis of the free-field soil using OpenSees for assessing the performance of the laminar box.     

Performance of a pavement foundation system based on the partial compensation of masses method

The system of the partial compensation of masses in the lacustrine zone of the Mexico Basin has been conceptualized, developed, used and improved over the past five decades as a foundation alternative for different types of roadways. This kind of foundation has been used in highways and runways built on lacustrine soils to reduce the settlement that can affect the service and operation conditions of those structures. In the construction of the new Mexico City International Airport in the Texcoco Lake area, various alternatives for runway foundations were evaluated through different test sections that were constructed to identify which of them would yield an adequate transfer of stress and prevent excessive total and differential deformations of the soil deposits. In this work, the behavior of the test section of the system of the partial compensation of masses, built in the Texcoco Lake area, is studied. An exploration campaign was performed; it consisted of different field and laboratory tests to determine the stratigraphic profile and the index and mechanical properties of the soil strata. Numerical models were applied using the finite element software PLAXIS 2D to analyze the behavior of the test section and to determine the maintenance frequency required to preserve the functionality of future runways. To validate the capability of the numerical models to properly simulate the stress-strain behavior of the test section, a comparative analysis was performed between the data obtained from the instrumentation installed on the test section and the results obtained from the finite element software. Once the numerical models were calibrated, the medium- and long-term behaviors of the test section were predicted, and the evolution over time of its surface geometry and transverse slopes were obtained.     

Maximum dry density test to quantify pumice content in natural soils

Crushable volcanic soils are well-known for their distinctive texture, vesicular nature and grain fragility. These features of volcanic soils lead to difficulty in interpreting the results of laboratory and field testing because of the occurrence of particle crushing. Sands containing pumice particles are commonly found in the Hamilton Basin in the North Island of New Zealand. The pumice particles originated from a series of volcanic eruptions centered in the Taupo and Rotorua regions. As a result of flooding and erosion along the Waikato River, the pumice particles have become mixed with other materials and have been distributed over the Hamilton Basin; these mixtures are referred to herein as natural pumiceous (NP) sands. This paper initially investigates an appropriate technique for measuring the maximum dry density (MDD) of NP sands; then a modified MDD test is proposed for estimating the pumice contents of these sands. In order to examine the applicability of different standard methods for determining MDD, New Zealand and Japanese standards are employed. The results using the Japanese standard show consistent MDD values when repeating the tests due to negligible particle crushing. On the other hand, the results of MDD tests according to the New Zealand standard indicate that a significant amount of particle crushing occurs after each repeated test and, consequently, it is not possible to get the same result when the test is repeated. NP sands reach their ultimate potential breakage during the modified MDD tests (at least, for the level of loading applied) and they experience different levels of particle crushing which may be a function of their pumice content. As a way forward, the relative breakages of the materials tested are used to estimate the pumice contents of the NP sands.     

供热站主厂房工艺布置和结构分析

由于工艺布置和建筑造型的需要,供热站主厂房设计变得相当复杂与繁琐,文中通过工程实例对其进行分析,表明工艺之间相互配合、在充分利用平面和竖向空间基础上、能够达到工艺顺畅和结构抗震性能良好的统一。     

Soil-to-Plant Transfer Factors of Stable Elements and Naturally Occurring Radionuclides (1) Upland Field Crops Collected in Japan

In long-term dose assessment models for radioactive waste disposal, an important exposure pathway to humans is via ingestion of contaminated foods. In order to obtain soil-to-plant transfer factors (TFs) of radionuclides under equilibrium conditions, naturally existing elements were measured as analogues of radionuclides. Crops grown in upland fields and associated soil samples were collected from 62 sampling sites throughout Japan. The total concentrations of 52 elements in the crops and 54 elements in the soil samples were measured. The TFs of 40 elements (Li, Na, Mg, Al, Si, P, K, Ca, Ti, V, Cr, Mn, Fe, Co, Ni, Cu, Zn, As, Se, Rb, Sr, Y, Mo, Cd, Sn, Cs, Ba, La, Ce, Pr, Nd, Sm, Eu, Gd, Dy, Ho, Er, Pb, Th and U) were calculated on a dry weight basis.

Among all the TF data, K showed the highest TF with a geometric mean (GM) of 2.1, followed by P. The GMs of TFs for rare earth elements, Th and U were on the order of 10^?4. Most of the TF-GMs for green vegetables were higher than GMs of all crops for the elements. The obtained TFs of some elements for green vegetables and potatoes were compared with those in the technical report series-364 (TRS-364) compiled by IAEA in 1994. The TF-GMs were usually lower than the best estimates (expected values) listed in TRS-364; however, the GMs of TF for La and TF for Th observed for potatoes were slightly higher than the expected values.     

Visualization of load transfer behaviour between geogrid and sand using PFC

Geogrids have been widely used to improve the soil mechanical behaviour in geotechnical engineering. In order to investigate the load transfer behaviour between the geogrid and sand, a numerical compound tensile test (in sand) with one geogrid tensile member has been carried out using PFC^2D. In this study, sand was modelled as unbonded particles using the linear contact stiffness model, while the geogrid was modelled as bonded particles using the piecewise linear model which has been developed based on the parallel bond model. Calibrations have been performed by comparing the numerical simulation results with the experimental data. The load transfer behaviour between the geogrid and sand has been visualized by geogrid force and displacement distributions along the geogrid, contact force changes in the specimen and rotations of the sand particles in the vicinity of the geogrid at different clamp displacements. The DEM simulation results show that PFC^2D can be used as a practical tool to visualize the load transfer behaviour between the geogrid and sand. Furthermore, the visualization results provide researchers more insights into the interface behaviour between the geogrid and sand at a microscopic scale.     

苏州圆融星座工程深基坑施工平面转换技术

苏州圆融星座工程体量大，结构复杂，但施工场地局促，施工平面布置及垂直运输协调管理困难。在深基坑工程阶段，通过合理地进行施工平面布置转换，解决了场地紧张的问题。     

水采向综采转型期间应把握的几个关键问题

峻德煤矿将半机械化水采工艺改为机械化采煤工艺,既适应煤矿地质条件要求,又提高了矿井机械化程度,促进了该矿向高产高效矿井发展。     

分区循环堆载预压在滩涂地基处理的应用研究

以某大型钢铁厂新近围圈一滩涂地基处理为例,根据场地的地质特征、土方资源分布及项目规划情况,提出了三种地基处理方案,通过比选,选取了分区循环堆载预压处理方案,经监测检验,说明采用该地基处理方法效果较好,为其他类似工程提供了参考依据。