05 (4th civil) (tanks) statics of tanks

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The document is comprised of multiple repetitive lines stating "By Eng. Ezz El-Din Mostafa". It does not contain any other words or sentences, and simply repeats the same line over 30 times.

The document discusses the history and development of artificial intelligence over several decades. Early research focused on symbolic approaches using rules and logic but progress was slow. More recently, machine learning techniques such as deep learning have seen increasing success by learning from large amounts of data without being explicitly programmed. These new approaches are being applied to many areas and fueling a new wave of innovation and development in AI.

Ch13 contentsAnas Ramadan

Ch12 refer

Anas Ramadan

This document provides 31 references on the topic of concrete materials and structures. The references include Egyptian and international code standards, textbooks, conference proceedings, journal articles, and a master's thesis focused on topics like concrete mix design, quality control, specifications, properties, strengthening, repair, high-strength concrete, fiber-reinforced concrete, and more. Many of the references are from the 1980s-1990s and were published in locations like the UK, USA, Belgium, and Egypt.

Ch11 متانة الخرسانة (المعمرية او الديمومةAnas Ramadan

Ch10 الانكماش والزحفAnas Ramadan

Ch9 الاختبارات غير المتلفة للخرسانةAnas Ramadan

Ch8 خواص واختبارات الخرسانة المتصلدةAnas Ramadan

1) Shallow foundations are used when the top soil layers can support applied loads with acceptable settlement. Types include spread footings, combined footings, strap-beam footings, wall footings, strip footings, and raft foundations. 2) Deep foundations are used when top soils are weak and cannot support structural loads. Types include piles, piers, and caissons, which transmit loads to deeper stronger soil layers. 3) The design of an isolated spread footing involves calculating the area and dimensions of plain concrete based on allowable soil bearing capacity, then determining reinforced concrete dimensions, contact pressure, and checking critical sections for moment, shear, and punching.

Bearing capacity

Anas Ramadan

This document discusses bearing capacity of shallow foundations. It defines bearing capacity as the ability of soil to safely carry pressure without shear failure. Terzaghi's bearing capacity theory from 1943 is described, including his assumptions of three soil zones and equations for calculating ultimate bearing capacity. The effects of foundation shape, inclined loads, soil type (clay vs. sand), and water table are explained. Settlement analysis is also important to determine allowable bearing capacity. An example problem demonstrates calculating the net allowable bearing capacity of a footing in clay.

Bearing 2

Anas Ramadan

The document discusses bearing capacity, which is the ability of soil to safely support the load from a structure without failing. It presents Terzaghi's model of three soil zones under a foundation and his bearing capacity equation. The equation considers cohesion, overburden pressure, footing width and depth factors. Graphs show bearing capacity factors varying with soil friction angle. An example calculates the net allowable bearing capacity of an overconsolidated clay foundation.

5 compaction

Anas Ramadan

Soil compaction involves densifying soil by reducing voids through application of external compactive effort. This increases the soil's bearing capacity, decreases settlement potential, and reduces hydraulic conductivity. Laboratory compaction tests determine the optimum water content and maximum dry density for a soil under specific compactive efforts like standard and modified Proctor tests. Field compaction is assessed through tests such as sand cone, nuclear, and relative compaction compared to laboratory results. Common compaction equipment includes vibratory rollers, sheepsfoot rollers, and impact rollers.

2 soil phases

Anas Ramadan

The document discusses soil phase relationships and defines key terms. It describes how soil is composed of grains, water, and air which occupy volumes. The volume of voids is critical and affects other properties. Terms defined include void ratio, porosity, saturation, bulk density, saturated density, dry density, and relative density. Examples are provided to demonstrate calculating various phase properties from given data.

Piles a

Anas Ramadan

The document discusses different types of deep foundations, focusing on pile foundations. It describes four main types of piles: timber piles, steel piles, concrete piles, and composite piles. It also discusses end bearing piles and friction piles. The key points covered include: 1) Piles are classified as either end bearing piles, which transmit most of their load through the pile tip, or friction piles, which transmit load through side friction along the pile shaft. 2) Common pile materials include timber, steel, and concrete, with each having advantages and disadvantages for different applications. 3) Methods for calculating pile capacity include considering the end bearing capacity (Qb) from the pile base and the shaft friction capacity (

09 (systems) (2) girders & frames

Anas Ramadan

09 (systems) (1) introduction

Anas Ramadan

09 (4th civil) (tanks) circular tanks

Anas Ramadan

08 stairs.

Anas Ramadan

08 (4th civil) (tanks) rested & underground tanks

Anas Ramadan

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