P22 地基、基础工程 标准查询与下载

ASTM D6519-05 用液压操作的固定活塞采样器进行土壤取样的标准实施规程

1.1 This practice covers a procedure for sampling of cohesive, organic, or fine-grained soils, or combination thereof, using a thin-walled metal tube that is inserted into the soil formation by means of a hydraulically operated piston. It is used to collect relatively undisturbed soil samples suitable for laboratory tests to determine structural and chemical properties for geotechnical and environmental site characterizations.1.1.1 Guidance on preservation and transport of samples in accordance with Practice D 4220 may apply. Samples for classification may be preserved using procedures similar to Class A. In most cases, a thin-walled tube sample can be considered as Class B, C, or D. Refer to Guide D 6286 for use of the hydraulically operated stationary piston soil sampler for environmental site characterization. This sampling method is often used in conjunction with rotary drilling methods such as fluid rotary; Guide D 5783; and hollow stem augers, Practice D 6151. Sampling data should be reported in the substance log in accordance with Guide D 5434.1.2 The hydraulically operated stationery piston sampler is limited to soils and unconsolidated materials that can be penetrated with the available hydraulic pressure that can be applied without exceeding the structural strength of the thin-walled tube. This standard addresses typical hydraulic piston samplers used on land or shallow water in drill holes. The standard does not address specialized offshore samplers for deep marine applications that may or may not be hydraulically operated. This standard does not address operation of other types of mechanically advanced piston samplers.1.3 This practice does not purport to address all the safety concerns, if any, associated with its use and may involve use of hazardous materials, equipment, and operations. It is the responsibility of the user to establish and adopt appropriate safety and health practices. Also, the user must comply with prevalent regulatory codes, such as OSHA (Occupational Health and Safety Administration) guidelines, while using this practice. For good safety practice, consult applicable OSHA regulations and other safety guides on drilling.1.4 The values stated in SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.1.5 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgement. Not all aspects of this practice may be applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project''s many unique aspects. The word "Standard" in the title means only that the document has been approved through the ASTM consensus process. This practice does not purport to comprehensively address all of the methods and the issues associated with sampling of soil. Users should seek qualified professionals for decisions as to the proper equipment and methods that would be most successful for their site investigation. Other methods may be available for drilling and sampling of soil, and qualified professionals should have flexibility to exercise judgment as to possible alternatives not covered in this practice. The practice is current at the time of issue, but new alternative methods may become available prior to revisions, therefore, users should consult with manufacturers or producers prior to specifying program requirements.

Standard Practice for Sampling of Soil Using the Hydraulically Operated Stationary Piston Sampler

ASTM D6455-05 预制沥青土工薄膜(PBGM)用试验方法选择的标准指南

1.1 This guide provides recommendations for the selection of appropriate test methods for prefabricated bituminous sheet used in geomembrane applications to provide consistency in data reporting.1.2 This guide includes test methods for all types of composite bituminous geomembranes fabricated in a plant and consisting of a synthetic fabric saturated by a modified bituminous or an oxidized bituminous blend.1.3 This guide is intended to aid all personnel involved in the selection, manufacture, installation, or evaluation of prefabricated bituminous geomembranes.1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Guide for the Selection of Test Methods for Prefabricated Bituminous Geomembranes (PBGM)

DB42/ 159-2004 基坑工程技术规程

本标准为湖北省基坑工程勘察、设计、施工和监测的技术标准。本标准自实施之日起，代替DB42/159-1998。与原标准相比在以下几方面作了补充与修改：对标准名称作了修改，由”深基坑工程技术规定”改为“基坑工程技术规程”；将“安全等到级”改为“重要性等到级”；关于基坑工程的环境条件，重点补充了“内环境”；补充了革坑工程计算开挖深度的确定原则勘察中土的搞剪强度试方法作出了较明确的规定；关于支护结构计计时行了补充说明；对降水引起的地面沉降估算中经验值补充规定；革坑工程施工方面提出了土方开挖的时空效应问题，并领土完

Technical Specification for Engineering of Foundation Excavation

DIN EN 14415:2004 土工合成阻挡层.防渗漏测定的试验方法

Geosynthetic barriers - Test method for determining the resistance to leaching; German version EN 14415:2004

CECS 147-2004 加筋水泥土桩锚支护技术规程

本规程适用于工业与民用建筑和隧道、地下铁道、水利、港工、道路、机场等工程基坑支护的设计、施工和验收。 本规程适用于砂土、粘性土、粉土、杂填土、黄土、淤泥以及淤泥质土等土层采用加筋水泥土桩锚支护技术的工程。

Technical specification for retaining and protection with reinforced cement soil piles and anchors

CECS 161-2004 喷射混凝土加固技术规程

本规程适用于采用喷射混凝土技术对建筑物的混凝土结构和砌体结构进行加固修复的工程设计与施工。

Technical specification for structural strengthening with sprayed concrete

ASTM D6913-04(2009)e1 使用筛分分析对土壤颗粒大小分布(级配)的标准试验方法

5.1 The gradation of the soil is used for classification in accordance with Practice D2487. 5.2 The gradation (particle-size distribution) curve is used to calculate the coefficient of uniformity and the coefficient of curvature. 5.3 Selection and acceptance of fill materials are often based on gradation. For example, highway embankments, backfills, and earthen dams may have gradation requirements. 5.4 The gradation of the soil often controls the design and quality control of drainage filters, and groundwater drainage. 5.5 Selection of options for dynamic compaction and grouting is related to gradation of the soil. 5.6 The gradation of a soil is an indicator of engineering properties. Hydraulic conductivity, compressibility, and shear strength are related to the gradation of the soil. However, engineering behavior is dependent upon many factors (such as effective stress, stress history, mineral type, structure, plasticity, and geologic origins) and cannot be based solely upon gradation. Note 1: The quality of the result produced by these test methods is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D3740 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of these test methods are cautioned that compliance with Practice D3740 does not in itself assure reliable results. Reliable results depend on many factors; Practice D3740 provides a means of evaluating some of those factors. 1.1 Soils consist of particles with various shapes and sizes. This test method is used to separate particles into size ranges and to determine quantitatively the mass of particles in each range. These data are combined to determine the particle-size distribution (gradation). This test method uses a square opening sieve criterion in determining the gradation of soil between the 3-in. (75-mm) and No. 200 (75-µm) sieves. 1.2 The terms, soils and material, are used interchangeably throughout the standard. 1.3 In cases where the gradation of particles larger than 3 in. (75 mm) sieve is required, Test Method D5519 may be used. 1.4 In cases where the gradation of particles smaller than No. 200 (75-µm) sieve is required, Test Method D4222 may be used. 1.5 Typically, if the maximum particle size is equal to or less than 4.75 mm (No. 4......

Standard Test Methods for Particle-Size Distribution 40;Gradation41; of Soils Using Sieve Analysis

DB13(J) 39-2003 水泥土桩复合地基技术规程

本规程根据河北省建设厅冀建标[2002]23号文要求，由河北省 建筑科学研究院会同有关单位编制而成。 水泥土桩复合地基技术包括夯实水泥土桩和搅拌水泥土桩，搅 拌水泥土桩分为喷浆搅拌水泥土桩和喷粉搅拌水泥土桩。该技术 现已在我省工程中广泛应用。并经多年的研究与工程实践，在设计 理论、施工工艺、施工设备配套、质量控制、工程监理及工程验收等 方面日臻完善，并有新的提高。为了保证水泥土桩复合地基在我省 积极稳妥地推广应用，河北省建设厅决定编制《水泥土桩复合地基 技术规程》，并以冀建标[2002]23号文下达了规程编制计划。本规 程在编制过程中，开展了专题研究，调查总结了近年来省内水泥土 桩复合地基技术的工程实践经验，采纳了该领域的科研成果，并以 各种方式在省内广泛征求了有关设计、勘察、施工、科研等单位的意 见，经反复讨论、修改、审查定稿。 本规程由总则、术语、符号、基本规定、设计、施工、工程监理、质 量检验及工程验收等章节组成。本规程条文分别对水泥土桩复合 地基的设计、施工、工程监理、质量检验与工程验收等方面做了具体 的规定。本规程适用于工业与民用建(构)筑物的水泥土桩复合地基 的设计、施工和质量检验。

Technical specification for cement-soil pile composite foundation

DB42/ 269-2003 建筑地基基础检测技术规范

本规范适用于湖北省建筑工程天然地基、桩基、人工地基（含复合地基）以及基础的施工检测、验收检测、鉴定检测，并可为设计提供依据。市政工程等可参照使用。

Technical code for testing of building foundation

JGJ 106-2003（条文说明） 建筑基桩检测技术规范

Technical code for testing of building foundation piles(explanation)

JGJ 106-2003 建筑基桩检测技术规范

Technical code for testing of building foundation piles

DB42/ 242-2003 建筑地基基础技术规范

本规范适用于湖北建筑工程的地基基础设计及施工。对于深基坑工程设计、地基及桩基检测、地基基础的施工及质量验收、机械振动荷载作用下

Technical code for building foundation

ASTM C1242-03 屋外规格石料锚定和锚固系统的选择、设计和安装标准指南

1.1 This guide covers the categories of anchors and anchoring systems and discusses the design principles to be considered in selecting anchors or systems that will resist gravity loads and applied loads.1.2 This guide sets forth basic requirements for the design of stone anchorage and provides a practical checklist of those design considerations.1.3 This guide pertains to:1.3.1 The anchoring of stone panels directly to the building structure for support,1.3.2 The anchoring of stone panels to subframes or to curtainwall components after these support systems are attached to the building structure,1.3.3 The anchoring of stone panels to subframes or to curtainwall components with stone cladding preassembled before these support systems are attached to the building structure, and1.3.4 The supervision and inspection of fabrication and installation of the above.1.4 Observe all applicable regulations, specific recommendations of the manufacturers, and standards governing interfacing work.1.5 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only.1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. (See Tables 1 and 2.)

Standard Guide for Selection, Design, and Installation of Exterior Dimension Stone Anchors and Anchoring Systems

ASTM C1242-03a 屋外规格石料锚定和锚固系统的选择、设计和安装标准指南

1.1 This guide covers the categories of anchors and anchoring systems and discusses the design principles to be considered in selecting anchors or systems that will resist gravity loads and applied loads.1.2 This guide sets forth basic requirements for the design of stone anchorage and provides a practical checklist of those design considerations.1.3 This guide pertains to:1.3.1 The anchoring of stone panels directly to the building structure for support,1.3.2 The anchoring of stone panels to subframes or to curtainwall components after these support systems are attached to the building structure,1.3.3 The anchoring of stone panels to subframes or to curtainwall components with stone cladding preassembled before these support systems are attached to the building structure, and1.3.4 The supervision and inspection of fabrication and installation of the above.1.4 Observe all applicable regulations, specific recommendations of the manufacturers, and standards governing interfacing work.1.5 The values stated in inch-pound units are to be regarded as the standard. The SI units given in parentheses are for information only.1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. (See Tables 1 and 2.)

Standard Guide for Selection, Design, and Installation of Exterior Dimension Stone Anchors and Anchoring Systems

ASTM D6418-03 用一次性芯取样器取样和储存土壤.分析挥发性有机化合物的标准操作规程

1.1 This practice is intended for application to soils that may contain volatile waste constituents. 1.2 This practice provides a procedure for using the disposable En Core sampler to collect and store a soil sample for volatile organic analysis. 1.3 It is recommended that this standard be used in conjunction with Practice D 4547 and Guide D 4687. 1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Note 18212;ASTM takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirely their own responsibility.

Standard Practice for Using the Disposable En Core Sampler for Sampling and Storing Soil for Volatile Organic Analysis

DB13(J) 32-2002 低强度混凝土桩复合地基技术规程

低强度混凝土桩复合地基因具有施工简便、造价低廉、地基 承载力高和变形小的优点，从20世纪80年代开始被我国广泛应 用于工业与民用建筑地基及高速公路路基的处理，但到目前为止 国内还没有一个统一的标准和规范，我省也不例外。为了保证低 强度混凝土桩复合地基在我省有效地推广和合理地利用，河北省 建设厅以冀建设〔2001]54号文决定编制河北省地方性标准— 《低强度混凝土桩复合地基技术规程》。河北省建设勘察研究院根 据河北省建设厅冀建科[2001]346号文件精神和编制计划，承 担了本规程的编制任务。 河北省建设勘察研究院总结了华北地区十几年的施工经验， 参考了一些相关的企业标准，结合本院多年的工程实践和应用研 究，编制了本规程，以作为我省进行低强度混凝土桩复合地基设 计、施工、监理和工程验收的依据。 本规程原则性确定了低强度混凝土桩复合地基的适用范围， 在承载力计算和变形计算方法上作了大胆地创新，在施工的章节 里增加了质量控制的内容，同时增添了施工监理和工程验收的内 容。本规程已于2001年12月26日通过了专家鉴定，填补了一 项国内关于刚性桩复合地基规程的空白，具国内领先水平。 在本规程的实施过程中，各用户有什么新的经验和建议，可 直接与河北省建设勘察研究院联系，以便修订时参考。本规程适用于桩身混凝土强度在8.0～15 MPa之间的各种 混凝土桩(包括CFG桩、废渣混凝土桩、矿渣混凝土桩)复合 地基的设计、施工和验收。

Technical specification for low-strength concrete pile composite foundation

DB13(J) 37-2002 DX 挤扩灌注桩技术规程

DX桩是一种新型的径向多节挤扩灌注桩，DX液压挤扩装置 已被国家专利局确认为专利设备。这种桩由桩身和扩径体组成。 桩顶荷载可通过桩的扩径体传递到周围土体，扩大了桩的承压面 积，增强了桩、土共同工作能力，较大幅度地提高了单桩的承载力， 减小沉降量，从而获得良好的技术经济效果。为促进DX桩在基 础工程中得到更广泛应用，同时也为了保证DX桩能够得到正确 使用，特编制本规程。 本规程以《建筑桩基技术规范》JGJ94-94为主线，同时参考了 由济南市建筑设计研究院有限责任公司、北京中阔地基基础技术 有限公司等单位联合编制的有关规定，遵照近期颁布的《建筑结构 荷载规范》GB50009,《建筑地基基础设计规范》GB50007和《岩土工 程勘察规范》GB50021等有关规定，在调查研究的基础上，总结了 近些年来的实践经验，编制成本规程。本规程适用于工业与民用建(构)筑物DX多节挤扩灌注 桩的设计与施工。

DX Extrusion and Expansion Grouting Pile Technical Regulations

ASTM D6495-02 土工粘土衬认可检验要求的标准指南

1.1 This guide covers guidelines for the acceptance testing requirements for geosynthetic clay liner (GCL) materials, describing types of tests, test methods, and recommended verifications.1.2 This guide is intended to aid purchasers, installers, contractors, owners, operators, designers and agencies in establishing a minimum level of effort for product acceptance testing and verification. This is intended to assure that the supplied GCL rolls meet accepted material specifications.1.3 The values stated in SI units are to be regarded as the standard.1.4 This guide offers an organized collection of information or a series of options and does not recommend a specific course of action. This guide cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this guide may be applicable in all circumstances. This guide is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this guide be applied without consideration of a project''s many unique aspects. The word "Standard" in the title of this guide means only that the guide has been approved through the ASTM consensus process.1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

Standard Guide for Acceptance Testing Requirements for Geosynthetic Clay Liners

DB13(J) 31-2001 长螺旋钻孔泵压混凝土桩复合地基技术规程

刚性桩复合地基技术是近年来兴起的一种地基处理新技术， 特别是近几年，在高层建筑地基处理中广为应用，目前已成为华北 地区高层建筑中应用最为普遍的地基处理技术之一。 长螺旋钻孔泵压混凝土桩成桩工艺由于施工噪声低、设备行 走灵活、成桩速度快、对地层适应性强而被广泛应用，能避免软土、 砂土地区成桩缩径、断桩的施工质量问题，解决了泥浆污染问题， 降低了造价，并可成功用于地下水位以下地层的成桩。本方法已由 河北大地土木工程有限公司率先引进河北，并大量应用，有关研究 课题已通过河北省科技厅等有关部门鉴定。 为了积极稳妥地推广应用该项技术，河北省建设厅决定编制 《长螺旋钻孔泵压混凝土桩复合地基技术规程》，并以冀建标 [2001]477号文下达了规程编制计划。 本规程由总则、术语与符号、设计、施工、质量检验与工程验收 等章节组成。《规程》条文分别对长螺旋钻孔泵压混凝土桩复合地 基的设计、施工、质量检验与工程验收等方面作出了具体的规定。长螺旋钻孔泵压混凝土桩适用于粘性土、粉土、砂土、人工 填土的地基处理。

Technical specification for long auger bored pumped concrete pile composite foundation

JGJ/T 135-2001 复合载体夯扩桩设计规程

Specification for design of ram-compaction piles with composite bearing base