道路工程用土检测

CJJ/T 286-2018土壤固化剂应用技术标准

本标准适用于使用土壤固化剂的新建、扩建和改建城镇道路路面工程设计、施工及验收。

JTS 181-5-2012疏浚与吹填工程设计规范

1.0.1为统一疏浚与吹填工程设计的技术要求,提高疏浚与吹填工程勘测、设计质量和技术水平,促进疏浚与吹填技术进步,制定本规范。1.0.2本规范适用于港口和航道工程疏浚与吹填的设计。人工岛、护滩护岸、海底管沟的开挖与覆盖、吹填造地等类似工程的设计,可参照本规范执行。1.0.3疏浚与吹填工程设计除应符合本规范的规定外,尚应符合现行有关标准的规定。

EN 1997-2-2007欧洲法规7.土工设计.第2部分:土地勘测和测试［代替:CEN ENV 1997-3］

Eurocode 7(1) EN 1997 is intended to be used in conjunction with EN 1990:2002, which establishes the principles and requirements for safety and serviceability, describes the basis of design and verification and gives guidelines for related aspects of structural reliability. (2) EN 1997 is intended to be applied to the geotechnical aspects of the design of buildings and civil engineering works. It is subdivided into various separate parts (see ). (3) EN 1997 is concerned with the requirements for strength, stability, serviceability and durability of structures. Other requirements, e. g. concerning thermal or sound insulation, are not considered. (4) Numerical values of actions on buildings and civil engineering works to be taken into account in design are provided in EN 1991 for the various types of construction. Actions imposed by the ground, such as earth pressures, shall be calculated according to the rules of EN 1997. (5) Separate European Standards are intended to be used to treat matters of execution and workmanship. They are denoted in the relevant sections. (6) In EN 1997 execution is covered to the extent that is necessary to conform to the assumptions of the design rules. (7) EN 1997 does not cover the special requirements of seismic design. EN 1998 provides additional rules for geotechnical seismic design, which complete or adapt the rules of this standard. EN 1997-2 (1) EN 1997-2 is intended to be used in conjunction with EN 1997-1 and provides rules supplementary to EN 1997-1 related to: planning and reporting of ground investigations; general requirements for a number of commonly used laboratory and field tests; interpretation and evaluation of test results; derivation of values of geotechnical parameters and coefficients. In addition, examples of the application of field test results to design are given. NOTE Establishment of characteristic values is covered in EN 1997-1. (2) This document gives no specific provisions for environmental ground investigations. (3) Only commonly used geotechnical laboratory and field tests are covered in this standard. These were selected on the basis of their importance in geotechnical practice, availability in commercial geotechnical laboratories and existence of an accepted testing procedure in Europe. The laboratory tests on soils are mainly applicable to saturated soils. NOTE It is expected that updates of the present standard will gradually include laboratory and field tests covering additional aspects of soil and rock behaviour. (4) The provisions of this standard apply primarily to projects of geotechnical category 2, as defined in 2.1 of EN 1997-1:2004. The ground investigation requirements for category 1 projects are normally limited as the verifications often will be based on local experience. For geotechnical category 3 projects, the amount of investigations required will normally be at least the same as indicated for geotechnical category 2 projects in the following sections. Additional investigations and more advanced tests, related to the circumstances that place a project in geotechnical category 3, may be necessary. (5) The derivation of parameter values is dedicated primarily to the design of pile and spread foundations based on field testing, as detailed in Annexes D, E, F and G of EN 1997-1:2004.

DIN 18306-2016德国建筑包工合同程序(VOB). 第C部分: 建筑包工合同通用技术规范(ATV). 地下排水

The document specifies the general technical conditions of contract which have to be fulfilled in Underground drainage with regard to materials, execution of work, associated and special tasks and the settlement of accounts.

DIN 18307-2016德国建筑包工合同程序(VOB).第C部分:建筑包工合同(ATV)的通用技术规范.建筑物外压力管道工程管敷设

The document specifies the general technical conditions of contract which have to be fulfilled in Laying of pressure pipework outside buildings with regard to materials, execution of work, associated and special tasks and the settlement of accounts.

DIN 19712-2013河流防洪工程

This standard applies to new construction, rehabilitation, maintenance, control/inspection and defence of flood protection works, such like - dikes, - flood protection walls - and regular mobile flood protection systems on rivers.

DIN EN 1997-2-2010欧洲法规7:土工设计.第2部分:土地勘测和测试.德文版本EN 1997-2-2007+AC-2010

Requirements for the execution, interpretation and use of results of laboratory tests to assist in the geotechnical design of structures

DIN EN 14801-2006水和废水管道产品的压力分类条件

This standard defines the common application conditions to be used as a basis for the determination of the allowable pressures PFA, PMA and PEA, as defined in EN 805, in the product standards for components to be used in buried pressure pipelines. This standard specifies the application conditions which comprise typical installation conditions including internal and external loads.#,,#

BS 434-2-2006铺路用乳化沥青.道路和其他铺路路面用阳离子乳化沥青使用的实施规程

This part of BS 434 provides recommendations and guidance on thegeneral usage of cationic bituminous emulsions on roads and otherpaved areas. The emulsions covered conform to BS 434-1, orBS EN 13808 (modified and non-modified), or are proprietary emulsions.This British Standard provides guidance on where the various processes using bituminous emulsions are suitable for use and indicates where suitable design procedures may be found. Advice is also given on those situations in which the processes are unsuitable or marginally suitable.Where there is an option, performance or outcome specifications havebeen used rather than input or recipe specifications. This follows the general approach adopted for European Standards and the generalmove towards performance specifications by many specifiers.Anionic emulsions are covered only for exceptional circumstances.Cationic emulsions have been specified for most purposes, although insome cases an anionic alternative may be used.

BS 1881-129-2011测试混凝土.测定部分压实半干新浇混凝土密度的方法

This part of this British Standard contains the method by which the density ofsemi-dry, partially compacted concrete can be obtained for the purpose ofdetermining the quantity of materials necessary to generate a volume of 1 cubicmetre, also known as the “yield”. The method applies to plain concrete madewith aggregate having a nominal maximum aggregate size, Dmax of 40 mm orless but not to concrete with a slump of more than 10 mm when tested inaccordance with BS EN 12350-2.NOTE 1 The method for the determination of density of concrete with a slump ofmore than 10 mm is described in BS EN 12350-6.NOTE 2 This method is not applicable to concrete designed to conform to therequirements of the Specification for Highway Works [1] which describes a specificmethod for to be applied to hydraulically bound materials intended for use inhighway pavements.

BS 6031-2009土方工程实施规程

This standard gives recommendations and guidance for unreinforcedearthworks forming part of general civil engineering construction,with the exception of dams. This standard also gives recommendationsand guidance for temporary excavations such as trenches and pits.NOTE Reinforced earthworks are covered in BS 8006-1 and BS 8006-2.This document applies to earthworks classified as GeotechnicalCategory 1, 2 and 3 structures as defined in BS EN 1997-1-2004.

BS 7533-13-2009用粘土、天然石或混凝土铺筑材料建造的路面.用混凝土铺地块料和flags、天然石板和setts及粘土铺路材料建造的有浸透性路面的设计指南

This part of BS 7533 gives guidance on the design of permeablepavements surfaced with:• concrete paving blocks manufactured in accordance withBS EN 1338;• concrete paving flags manufactured in accordance withBS EN 1339;• natural stone slabs manufactured in accordance with BS EN 1341;• natural stone setts manufactured in accordance with BS EN 1342;and• clay pavers manufactured in accordance with BS EN 1344.and laid in accordance with BS 7533‑3.It applies to all pavements subjected to the usual road spectrum ofaxle loads up to 8 000 kg, including both highway pavements andlight industrial pavements where the traffic is similar in character tohighway vehicles.It specifically excludes heavy duty pavements with traffic and otherapplications such as aircraft pavements and those in ports andspecialized industrial areas.

BS EN 1997-2-2007欧洲法规7.土工设计.土地勘测和测试

1.1.1 Scope of Eurocode 7(1) EN 1997 is intended to be used in conjunction with EN 1990:2002, which establishes theprinciples and requirements for safety and serviceability, describes the basis of design andverification and gives guidelines for related aspects of structural reliability.(2) EN 1997 is intended to be applied to the geotechnical aspects of the design of buildings andcivil engineering works. It is subdivided into various separate parts (see 1.1.2).(3) EN 1997 is concerned with the requirements for strength, stability, serviceability anddurability of structures. Other requirements, e.g. concerning thermal or sound insulation, are notconsidered.(4) Numerical values of actions on buildings and civil engineering works to be taken intoaccount in design are provided in EN 1991 for the various types of construction. Actionsimposed by the ground, such as earth pressures, shall be calculated according to the rules ofEN 1997.(5) Separate European Standards are intended to be used to treat matters of execution andworkmanship. They are denoted in the relevant sections.(6) In EN 1997 execution is covered to the extent that is necessary to conform to the assumptionsof the design rules.(7) EN 1997 does not cover the special requirements of seismic design. EN 1998 providesadditional rules for geotechnical seismic design, which complete or adapt the rules of thisstandard.1.1.2 Scope of EN 1997-2(1) EN 1997-2 is intended to be used in conjunction with EN 1997-1 and provides rulessupplementary to EN 1997-1 related to:− planning and reporting of ground investigations;− general requirements for a number of commonly used laboratory and field tests;− interpretation and evaluation of test results;− derivation of values of geotechnical parameters and coefficients.In addition, examples of the application of field test results to design are given.NOTE Establishment of characteristic values is covered in EN 1997-1.(2) This document gives no specific provisions for environmental ground investigations.(3) Only commonly used geotechnical laboratory and field tests are covered in this standard.These were selected on the basis of their importance in geotechnical practice, availability in commercial geotechnical laboratories and existence of an accepted testing procedure in Europe.The laboratory tests on soils are mainly applicable to saturated soils.NOTE It is expected that updates of the present standard will gradually include laboratory and field testscovering additional aspects of soil and rock behaviour.(4) The provisions of this standard apply primarily to projects of geotechnical category 2, asdefined in 2.1 of EN 1997-1:2004. The ground investigation requirements for category 1 projectsare normally limited as the verifications often will be based on local experience. Forgeotechnical category 3 projects, the amount of investigations required will normally be at leastthe same as indicated for geotechnical category 2 projects in the following sections. Additionalinvestigations and more advanced tests, related to the circumstances that place a project ingeotechnical category 3, may be necessary.(5) The derivation of parameter values is dedicated primarily to the design of pile and spreadfoundations based on field testing, as detailed in Annexes D, E, F and G of EN 1997-1:2004.

BS EN 14475-2006特种土工作业的施工.加固灌浆

1.1 This European Standard establishes general principles for the construction of reinforced fill.1.2 This European Standard covers engineered fills that are reinforced by the inclusion of horizontal or subhorizontalreinforcement placed between layers of fill during construction.1.3 The scope of reinforced fill applications considered in this European Standard includes (Figure 1): earth retaining structures, (vertical, battered or inclined walls, bridge abutments, bulk storage facilities),with a facing to retain fill placed between the reinforcing layers; reinforced steep slopes with a facing, either built-in or added or wrap-around, reinforced shallow slopeswithout a facing, but covered by some form of erosion protection without a facing, reinstatement of failedslopes; embankments with basal reinforcement and embankments with reinforcement against frost heave in theupper part.Principles for the execution of other special geotechnical works using soil nails, bored piles, displacementpiles, micro piles, sheet pile walls, diaphragm walls, grouting or jet grouting are established in other EuropeanStandards.Reinforcement of road pavements is not covered by this Standard.

BS EN 14801-2006水和废水管道用产品的压力分类条件

This document applies to components (pipes, joints, fittings, ferrules and valves), which have pressure related classification in European Standards covering products which are intended to be used for buried water supply and waste water pressure pipelines outside buildings. It specifies combinations of loading conditions andinstallation conditions to be used in the design method by reference to the relevant product standard for the determination of the allowable pressures (PFA, PMA and PEA) as defined in EN 805.This document does not apply as an installation guide.NOTE 1 This document does not give the full range of installation and loading parameters for all components and does not specify calculation and/or test methods for determination of the allowable pressures.NOTE 2 This document does not relieve designers of their obligation under EN 805:2000, 8.4; e.g. to consider all conditions not addressed in clause 5 (e.g. seismic loads).NOTE 3 This document does not deal with marking of components.