Building Technology – Soil Investigation

Slides:



Advertisements
Similar presentations
SITE INVESTIGATION.
Advertisements

Presented by Manuel Fernandez Environmental Engineer
 Soil compaction :  Compaction is the reduction in voids content due to air being forced out of the soil or dissolved in the soil water by mechanical.
UNIQUE SOILS (BASIC PRINCIPLE & IMPROVEMENT METHOD) Session 11 Course: S Ground Improvement Method Year: 2010.
Soil & Site Investigation
Foundations and basements
Lecture No. 8 Tests on Aggregates (cont.) Prepared by: Dr. Salah Al-Dulaijan.
GROUNDWATER CONTROL.
LIME. Lime Naturally occurs as: Limestone Lime Chemistry for pure rock: CaCO 3 (calcium carbonate) but, impurities are always present: MgCO 3,Al 2 O.
Important/significant foundation soil physical properties Color Texture Structure Consistence Coarse fragments Reaction.
Chapter 3 Compaction. To improve the density and other properties of soil Increases the solid density improves strength Lowers its permeability Reduces.
Soils of Wisconsin Topic C. Soil Uncemented aggregate of mineral grains and decayed organic matter with liquid and gas in the empty spaces between the.
BASFORD GAS WORKS REMEDIATION USING SOIL WASHING TECHNOLOGY.
Enviromental aspects of Brownfield Regeneration Barbara Vojvodíková, Marcela Maturová „This project has been funded with support from the European Commission.
Issues to be considered :foundations Professor Chris Gorse and Ian Dickinson These slides should be read in conjunction with Emmitt, S. and Gorse, C. (2010)
Classification, Engineering Properties & Consolidation Methods.
A SEMINOR ON SOIL STABILISATION Prepared by D.ARUNA.
Soils Investigation Soil Investigation
SEMBODAI RUKMANI VARATHARAJAN ENGINEERING COLLEGE DEPARTMENT OF CIVIL ENGINEERING FOUNDATION ENGINEERING BY KARTHIVELU.
 Soil grains come from weathering of bedrock ◦ Physical weathering – granular soils ◦ Chemical weather – creates clay  Soil is either residual or transport.
FOUNDATION.
SITE WORKS SITE INVESTIGATION AND SOIL INVESTIGATION
SULFATE ATTACK MECHANISM AND PREVENTION IN CONCRETE
Drinking Water Quality Guidelines and Standards. To protect the health of the people by assuring safe and reliable drinking water free of all contaminants.
THE NATURE OF SOIL By Sarik Salim. The nature of Soil Soil is defined as a collection of mineral particles that was formed due to the weathering process.
Compaction.
Understand foundation design and construction
Groundwater Water Table Recharge Groundwater Hydraulic Gradient
Unit 6/P2 – Subsoil investigations Name ________________
SITE INVESTIGATION.
4. Properties of Materials Sediment (size) Physical States of Soil Concepts of Stress and Strain Normal and Shear Stress Additional Resistance Components.
P3 - Principles of Foundation Design Foundations or substructures need to safely distribute the weight or load of a building into the subsoil. There are.
Engineering Presentation. Basic Soil Mechanics Soil type classification Gravel, sand, silt, clay Soil strength classification Granular soils (sand and.
SOIL MECHANICS AND CLASSIFICATION. FACTORS WHICH HOLD SOIL TOGETHER o Cohesion  Internal Friction.
Leads Institute of Technology & Engineering Subject Code : Name Of Subject :Building Construction Name of Unit : Soil Foundation Topic : Bearing.
Extracting metals.
SITE INVESTIGATION ARUN MUCHHALA ENGINEERING COLLEGE-DHARI
UNIT III.  Material used for engineering purpose can be divided into three group those required for their  1) Mineral Characteristics 2) Structural.
Topic: soil investigation
Prepared By: Aya Edaly Bara’a Salhab Saja Janem Huda Qaddara Supervisor: Dr. Isam Jaradaneh Site Investigation.
Mining.
aggregates classification
Water supply Physical Characteristics of Water Ghada Kassab, PhD
Geotechnical Engineering II
Compaction Of Soil GANDHINAGAR INSTITUTE OF TECHNOLOGY Group Members
Chapter 17 Landfill Liners and Geosynthetics
FOUNDATIONS.
SOIL, GEOTECHNICAL ENGINEERING AND FOUNDATION ENGINEERING
LIME.
CEN 213 CIVIL ENGINEERING MATERIALS
ELECTRIC SHOCK AND EARTHING
Soil & Site Investigation
In geotechnical engineering, soil compaction is the process in which a stress applied to a soil causes densification as air is displaced from the pores.
Atmospheric Corrosion
CONSTRUCTION METHODS & TECHNOLOGY
Soil Science Written By Jim Melby Revised By Sam Behrends
TOPIC 1: SITE INVESTIGATION FOR FOUNDATION DESIGN
Chemical Hazards.
SOIL CONTAMINATION.
WEEK-III Weathering & Erosion.
Ground Water Write EVERYTHING in Orange
Classification, Engineering Properties & Consolidation Methods
Radon Vapor Intrusion Screening Level Calculator
Welcome To Our Presentation 1. Topic Name Transfer Stations and Transport, Ultimate Disposal Methods 2.
Mining.
Pavement materials: Soil
PAT GEOTECHNIC INTRODUCTION TO GEOTECHNICAL ENGINEERING.
SOILS PRESENTATION ACPA PIPE CLASS By: Colin A. Franco, P.E.
RADIATION AND HALF-LIFE
lectures Notes on: Soil Mechanics
Presentation transcript:

Building Technology – Soil Investigation 1

Building Technology – Soil Investigation Soil investigation and assessment forms part of the preliminary investigative work carried out as part of the feasibility studies of a proposed building. The principal objectives of soil investigation can be summarised as follows: To determine the suitability of the soil for the proposed project. To examine the ground conditions so that the most appropriate type of foundation for a proposed building can be selected. To determine the difficulties that may arise during the construction process and period. The information required is found using a variety of methods which may include desktop studies, walkover survey, aerial photographs and the taking of soil samples. 2

Building Technology – Soil Investigation Soil Types  In simple terms, there are four main classifications of soil type:   Rock Cohesive soil (eg clays) Granular or non – cohesive soil (eg sands or gravels) Organic soil (eg peats) Fill or made ground. 3

Building Technology – Soil Investigation As part of the investigation soil on the site will be assessed for a variety of different properties including:   Origin Compressive and shear strength Particle size distribution Moisture content Shrinkability Fill or made ground. 4

Building Technology – Soil Investigation Compressive strength is the ability of the soil to resist compaction under an applied load. The pressure exerted on the soil depends upon the area of the soil foundation and the size of the applied load. The pressure decreases with the depth below the foundation. 5

Building Technology – Soil Investigation A number of other important factors will also need to be investigated, including:   Ground water Contaminants Sulphates Radon Methane Fill or made ground. 6

Building Technology – Soil Investigation Ground water 7

Building Technology – Soil Investigation Problems of water in the subsoil: A high water table can cause flooding during wet periods. Subsoil water can cause problems during excavation works by its natural tendency to flow into the voids created by the excavation activities. It can cause unacceptable humidity around finished structures. 8

Building Technology – Soil Investigation Soil Contaminants Contaminants that may be injurious to health or to the building may be found in a variety of different locations, particularly when a site is being redeveloped (a brownfield site). Some examples of typical problem sites include: Asbestos works, chemical works, printing works, gas works, landfill sites, metal mines, oil storage depots, sewage works, tanneries. Part C of the Building Regulations 2000 gives guidance on how to deal with contaminants, but specialised advice should always be sought. 9

Building Technology – Soil Investigation Sulphates Sulphates in soils cause problems in that sulphate solutions attack concrete. One of the constituents of cement, Tricalcium Aluminate reacts with sulphate solutions to produce Calcium Sulphoaluminate. Expansion occurs during this reaction thus causing the concrete to crack and spall. Sulphates occur naturally in certain clays. The most abundant are calcium sulphate (gypsum), magnesium sulphate (epsom salt), and sodium sulphate. Sulphates also often occur in industrial wastes. Soils are classified into five categories of sulphate content, with Class 5 being the most severe. The amount of groundwater present is also significant. The sulphate content is determined by site or laboratory tests. Where attack is considered likely, the usual form of protection is to use concrete made with sulphate resisting cement.   1010

Building Technology – Soil Investigation Radon  Radon is a radioactive gas that occurs naturally in certain types of soil. Some areas of the country, including parts of Cardiff have high levels. Exposure to radon for long periods increases the risk of developing lung cancer. The preferred method of protection is to incorporate an airtight barrier below the ground floor. Mechanical ventilation may also be required in some cases. 11

Building Technology – Soil Investigation 12

Building Technology – Soil Investigation Methane Methane and other organic gases occur due to the action of bacteria on bio-degradable material in the soil. It is therefore commonly found on or near landfill sites. It is an asphyxiant, will burn readily and can explode in air. Expert advice is always needed when methane contamination is considered possible. A ventilated void below the ground floor may be a solution, but if high concentrations are present then further measures will be required.   13

Building Technology – Soil Investigation Planning the Investigation Identify the depths of investigation required at different locations around the site. Boreholes should always penetrate completely through made ground or infilling. Identify suitable in-situ and laboratory testing methods for the expected soil conditions and the parameters required. Decide on the number of exploratory holes and the sampling and testing frequency, making allowances for the presence of unforeseen ground or groundwater conditions. 14

Building Technology – Soil Investigation 15

Building Technology – Soil Investigation   Types of Sample Soil samples can be classified according to their quality. The quality of the sample relates to how representative the sample is of the undisturbed natural soil conditions. The higher the quality of the sample, the greater the range of tests which can be carried out on it. There are five classes of quality, with Class 1 being the highest. Classes 1 and 2 are generally referred to as “undisturbed” samples, and Classes 3, 4 and 5 are referred to as “disturbed” samples. Suitable equipment must be employed to produce the required sample type. In non-cohesive soils it may prove impossible to obtain undisturbed samples. 16