P10 工程勘察与岩土工程综合 标准查询与下载

JIS A 1453:2015 建筑物材料及建筑物结构部件的磨损试验方法(砂纸法)

Methods of abrasion test for building materials and part of building construction (Abrasive-paper method)

DB37/T 5044-2015 建筑桩基检测技术规范

本规范适用于山东省区域内建筑基桩的承载力和桩身质量的检测与评价。

Technical specification for building pile foundation inspection

BS EN ISO 17628:2015 岩土工程勘察和测试. 地热试验. 使用钻孔换热器测定土壤和岩石的导热系数

Geotechnical investigation and testing. Geothermal testing. Determination of thermal conductivity of soil and rock using a borehole heat exchanger

EN 1538:2010+A1:2015 特殊岩土工程的执行.连续壁

This European Standard establishes general principles for the execution of diaphragm walls as either retaining walls or cut-off walls. NOTE 1 This standard covers only structures constructed in a trench excavated with a support fluid or in dry conditions, where soil is removed and replaced by concrete or slurry and with wall thickness B 40 cm. NOTE 2 Diaphragm walls can be permanent or temporary structures. NOTE 3 The following types of structure are considered: a) retaining walls: usually constructed to support the sides of an excavation in the ground. They include: 1) cast in situ concrete diaphragm walls; 2) precast concrete diaphragm walls; 3) reinforced slurry walls; b) cut-off walls: usually constructed to prevent migration of groundwater, clear or polluted, or of other contaminants present in the ground. They include: 1) slurry walls (possibly with membranes or sheet piles); 2) plastic concrete walls. NOTE 4 Walls formed shallow vertical trenches (typically excavations with a ratio of depth over thickness D/B < 5 or D < 5 m) are not covered by this standard.

Execution of special geotechnical work - Diaphragm walls

EN 1536:2010+A1:2015 特殊岩土工程的执行.螺旋钻孔桩

This European Standard establishes general principles for the execution of bored piles. NOTE 1 This standard covers piles or barrettes which are formed in the ground by excavation and are structural members used to transfer actions and/or limit deformations. NOTE 2 This standard covers piles with circular cross-section) and barrettes with rectangular, T or L or any other similar cross-section concreted in a single operation. NOTE 3 In the standard the term pile is used for circular cross-section structure and the term barrette for other shapes. Both are bored piles.

Execution of special geotechnical work - Bored piles

EN 14199:2015 特殊岩土工程的执行.微型桩

This European Standard establishes general principles for the execution of micropiles. They are for drilled piles constructed using a drilling tool with a diameter less than 300 mm. NOTE 1 This European Standard is not applicable to driven piles, the execution of which is governed by EN 12699. Micropiles are structural members to transfer actions to the ground and can contain bearing elements to transfer directly or indirectly loads and or to limit deformations. Their shaft and base resistance can be improved (mostly by grouting) and they can be constructed with: uniform cross section (straight shaft); or telescopically changing shaft dimensions; shaft enlargements; and/or base enlargement. Other than practical considerations, there are no limitations regarding, length, inclination, slenderness ratio or shaft and base enlargements. The provisions of this European Standard apply to: single micropiles; micropile groups; reticulated micropiles; micropile walls. The material of micropiles covered by this European Standard can be: steel or other reinforcement materials; grout, mortar or concrete; a combination of above. Micropiles can be used for: working under restricted access and/or headroom conditions; foundations of new structures (particularly in very heterogeneous soil or rock formations); reinforcing or strengthening of existing structures to increase the capacity to transfer load to depth with acceptable load settlement characteristics, e. g. underpinning works; reducing settlements and/or displacements; forming a retaining wall; reinforcing of soil to form a bearing and/or retaining structure; improving slope stability; securing against uplift; other applications where micropile techniques are appropriate. Deep mixing columns according to EN 14679 are not included in this European Standard. Columns constructed by jet grouting are covered by EN 12716. Ground anchors are covered by EN 1537.

Execution of special geotechnical works - Micropiles

DL/T 5493-2014 电力工程基桩检测技术规程

本标准适用于火电工程、核电工程、输变电工程、新能源发电工程等新建、改建和扩建工程基桩的检测与评价。

Technical code for testing of electric power engineering foundation piles

DL/T 5494-2014 电力工程场地地震安全性评价规程

本标准适用于除核电工程和水电工程之外的电力工程。

Code for seismic safety evaluation of power engineering

DB42/ 242-2014 建筑地基基础技术规范

Technical specifications for building foundations

DB11/ 1115-2014 城市建设工程地下水控制技术规范

Technical specifications for groundwater control in urban construction projects

DL/T 5481-2013 电力岩土工程监理规程

本规程适用于火力发电、输变电、新能源等电力岩土工程的监理。

Code for projectmanagement of electrical power geotechnical engineering

JIS A 1222:2013 土壤的加里福尼亚式承载率(CBR)现场试验方法

Test method for the California Bearing Ratio (CBR) of in-situ soil

DB14/T 670-2012 高速公路勘察设计指南

Guidelines for Expressway Survey and Design

SY/T 0317-2012 盐渍土地区建筑规范

本规范适用于盐渍土地区油气田及厂、站、库工程的勘察、设计、施工和维护管理。

Building code for saline soil region

DB42/T 830-2012 基坑管井降水工程技术规程

Technical Regulations for Dewatering Engineering of Tube Well of Foundation Pit

DB42/T 831-2012 钻孔灌注桩施工技术规程

Construction Technical Regulation of Bored Cast-in-place Pile

ASTM D6432-11 地下勘探表面地下穿透雷达法使用标准指南

Concepts8212;This guide summarizes the equipment, field procedures, and data processing methods used to interpret geologic conditions, and to identify and provide locations of geologic anomalies and man-made objects with the GPR method. The GPR uses high-frequency-pulsed EM waves (from 10 to 3000 MHz) to acquire subsurface information. Energy is propagated downward into the ground from a transmitting antenna and is reflected back to a receiving antenna from subsurface boundaries between media possessing different EM properties. The reflected signals are recorded to produce a scan or trace of radar data. Typically, scans obtained as the antenna(s) are moved over the ground surface are placed side by side to produce a radar profile. The vertical scale of the radar profile is in units of two-way travel time, the time it takes for an EM wave to travel down to a reflector and back to the surface. The travel time may be converted to depth by relating it to on-site measurements or assumptions about the velocity of the radar waves in the subsurface materials.1.1 Purpose and Application: 1.1.1 This guide covers the equipment, field procedures, and interpretation methods for the assessment of subsurface materials using the impulse Ground Penetrating Radar (GPR) Method. GPR is most often employed as a technique that uses high-frequency electromagnetic (EM) waves (from 10 to 3000 MHz) to acquire subsurface information. GPR detects changes in EM properties (dielectric permittivity, conductivity, and magnetic permeability), that in a geologic setting, are a function of soil and rock material, water content, and bulk density. Data are normally acquired using antennas placed on the ground surface or in boreholes. The transmitting antenna radiates EM waves that propagate in the subsurface and reflect from boundaries at which there are EM property contrasts. The receiving GPR antenna records the reflected waves over a selectable time range. The depths to the reflecting interfaces are calculated from the arrival times in the GPR data if the EM propagation velocity in the subsurface can be estimated or measured.

Standard Guide for Using the Surface Ground Penetrating Radar Method for Subsurface Investigation

DIN EN 1997-1/NA:2010 国家附录.国家制定参数.欧洲法规7:土工设计.第1部分:通用规则

National Annex - Nationally determined parameters - Eurocode 7: Geotechnical design - Part 1: General rules

DIN 18125-1:2010 土壤试样的研究和测试. 土壤密度测定. 第1部分: 实验室试验

Soil, investigation and testing - Determination of density of soil - Part 1: Laboratory tests

DIN 18137-1:2010 土壤试样的研究和测试. 剪力强度的测定. 第1部分: 概念和一般检验条件

Soil, investigation and testing - Determination of shear strenght - Part 1: Concepts and general testing conditions