... methodsof exploration, such as SPT, CPT, etc. to establishstratification of the subsurface materials, the profileof the top of bedrock and bedrock quality, depth togroundwater, limits of types of ... effective angle of internal friction of clays (°) (10.4.6.2.3)i= instantaneous friction angle of the rock mass (°) (10.4.6.4)1= effective stress angle of internal friction of...
Ngày tải lên: 06/09/2012, 15:57
TABLE OF CONTENT
... projects, to do profit or non- profit activities, etc. So how they can do it? Increasing any types of taxes? Increasing the price of products which are under the management of the government? ... TABLE OF CONTENT A. INTRODUCTION..................................................................................................................2 I. OVERVIEW OF BOND.....................
Ngày tải lên: 04/04/2013, 15:33
SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRILLED SHAFTS
... portion of the shaft. The value of is often considered to vary as a function of S u . Values of for drilled shafts are recommended as shown in Equations 2 and 3, based on the results of back-analyzed, ... to the history of past performance. Consideration shall also be given to: The difference between the resistance of a single shaft and that of a group of shafts; The r...
Ngày tải lên: 29/09/2013, 12:20
SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - DRIVEN PILES
... , in Table 1 are a function of the center-to-center (CTC) spacing of piles in the group in the direction of loading expressed in multiples of the pile diameter, B. The values of P m in Table ... Footing Analogy For purposes of calculating the settlements of pile groups, loads should be assumed to act on an equivalent footing based on the depth of embedment of the piles i...
Ngày tải lên: 29/09/2013, 12:20
SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - EXTREME LIMIT STATES
... the zone of overbreak or fracturing. Evaluation of seepage forces and hydraulic gradients should be performed as part of the design of foundations that will extend below the groundwater table. ... consideration of corrosion potential and protection. 10.6.1.6 GROUNDWATER Spread footings shall be designed in consideration of the highest anticipated groundwater table. The influence...
Ngày tải lên: 29/09/2013, 12:20
SECTION 10 FOUNDATIONS TABLE OF CONTENTS [TO BE FURNISHED WHEN SECTION IS FINALIZED] - FOUNDATIONS
... methods of exploration, such as SPT, CPT, etc. to establish stratification of the subsurface materials, the profile of the top of bedrock and bedrock quality, depth to groundwater, limits of types of ... number of soil layers within zone of stress influence of the footing (DIM) (10.4.6.2.4) (10.6.2.4.2) n h = rate of increase of soil modulus with depth (KSI/ft) (10.4.6.3...
Ngày tải lên: 29/09/2013, 12:20
Tài liệu Next Generation Frame 600 mm Products Table of Contents doc
... of the frame the FCB is to be mounted on Adapter/Connector Type Specific adapter/connector type required in the FCB Pigtail Type Type of pigtail required Number of Pigtail Assemblies Number of ... Cycling: Corning SMF-28 0.900 mm 1.0 Log2N (where N = number of channels) 0.5 dB maximum (see table below) (see table below) < -55 dB 55 dB (see table below) .45 kg (1.0 lb.) maxi...
Ngày tải lên: 10/12/2013, 17:15