Settimio FERLISI | FONDAZIONI E OPERE DI SOSTEGNO
Settimio FERLISI FONDAZIONI E OPERE DI SOSTEGNO
cod. 0660100062
FONDAZIONI E OPERE DI SOSTEGNO
| 0660100062 | |
| DIPARTIMENTO DI INGEGNERIA CIVILE | |
| EQF7 | |
| BUILDING ENGINEERING - ARCHITECTURE | |
| 2016/2017 |
| YEAR OF COURSE 5 | |
| YEAR OF DIDACTIC SYSTEM 2012 | |
| PRIMO SEMESTRE |
| SSD | CFU | HOURS | ACTIVITY | ||
|---|---|---|---|---|---|
| FONDAZIONI - MODULO 1 | |||||
| ICAR/07 | 6 | 60 | LESSONS | ||
| OPERE DI SOSTEGNO - MODULO 2 | |||||
| ICAR/07 | 6 | 60 | LESSONS | ||
| Objectives | |
|---|---|
| THE COURSE AIMS TO PROVIDE STUDENTS WITH THE MAIN THEORIES AND APPLICATIONS USEFUL TO UNDERSTAND THE BEHAVIOUR OF THE FOUNDATIONS AS WELL AS THE STRUCTURES RETAINING EXCAVATIONS AND EMBANKMENTS AND THEIR ENGINEERING MODELLING RELATED TO VARIOUS STRESS CONDITIONS. |
| Prerequisites | |
|---|---|
| THE PREREQUISITES ARE: THE EFFECTIVE STRESS PRINCIPLE; THE ESTIMATION OF THE STRESS AND STRAIN STATES IN MULTI-PHASE POROUS MEDIA; THE STEADY-STATE AND TRANSIENT SEEPAGE IN THE SOILS; THE BASIC PRINCIPLES OF THE MECHANICAL BEHAVIOR OF THE MULTU-PHASE POROUS MEDIA. |
| Contents | |
|---|---|
| GENERAL CRITERIA OF FOUNDATION DESIGN. SHALLOW FOUNDATIONS: TYPES, ULTIMATE LIMITE STATES (COLLAPSE MECHANISMS, BEARING CAPACITY FORMULA IN STATIC AND SEISMIC CONDITIONS), SERVICEABILITY LIMIT STATES (METHODS FOR SETTLEMENT CALCULATION IN FINE-GRAINED AND COARSE-GRAINED SOILS, DAMAGEABILITY CRITERIA). SOIL-STRUCTURE INTERACTION MODELS. DEEP FOUNDATIONS: TYPES, ULTIMATE LIMIT STATES UNDER VERTICAL AND HORIZONTAL LOADS (SINGLE PILE AND GROUP OF PILES), SERVICEABILITY LIMIT STATES (SINGLE PILE AND GROUP OF PILES), RAFT-PILED FOUNDATIONS, INERTIAL AND KINEMATIC INTERACTION. DESIGN RULES IN FORCE. EARTH PRESSURES. LIMIT EQUILIBRIUM STATES OF A HALF-SPACE OF INCOHERENT SOILS WITH OR WITHOUT WATER; COHESIVE SOILS; EFFECT OF APPARENT COHESION; LIMIT EQUILIBRIUM CONDITIONS OF AN EMBANKMENT BEHIND A STIFF AND ROUGH WALL OF FINITE HEIGHT; CURVATURE OF THE SURFACE OF RUPTURE; CALCULATION OF THE LIMIT EQUILIBRIUM PROCESSES DRIVEN BY FLAT AND NON-FLAT GLOBAL FAILURE SURFACES; EFFECTS OF HORIZONTAL DISPLACEMENTS ON THE FORCES GENERATED BY AN EMBANKMENT. RETAINING WALLS. LAWS AND REGULATIONS; PHASES OF THE PROJECT, CALCULATION OF EARTH/WATER PRESSURES, IRREGULAR SURFACES OF THE EMBANKMENT, THRUST DUE TO OVERLOAD; INFLUENCE OF PORE PRESSURES, MEASURES FOR THE CONTROL OF THE WATER SYSTEM; THRUST INDUCED BY COHESIVE SOILS; CANTILEVER WALLS AND BUTTRESSES; SEMI-EMPIRICAL METHODS FOR THE CALCULATION OF THE THRUSTS; STABILITY OF RETAINING WALLS; DYNAMIC LOADS ON SUPPORTING WALLS. SHEET WALLS. LAWS AND REGULATIONS; TYPE; METAL SHEET PILING, REINFORCED CONCRETE SHEET WALLS BOTH PREFABRICATED AND CAST IN SITU; STABILITY OF TRENCHES DUG IN MUD. DESIGN CRITERIA AND CALCULATION OF THE THRUSTS ACTING ON A CANTILEVER SHEET WALL: IN LOOSE SOILS, IN THE ABSENCE AND PRESENCE OF WATER; IN CLAY SOILS. ANCHORED SHEET WALLS: CALCULATION PROCEDURES AND COMPARISONS; MULTIPLE ANCHORED SHEET WALLS. ANCHORS. LAWS AND REGULATIONS; PLATES AND BEAMS AS ANCHOR; INJECTED BULB ANCHORS; ANCHOR DESIGN, GLOBAL STABILITY. REINFORCED EXCAVATIONS. LAWS AND REGULATIONS; INSTABILITY OF THE BOTTOM OF THE EXCAVATION, DISPLACEMENTS ASSOCIATED WITH EXCAVATION OPERATIONS. REINFORCED SOIL. REINFORCED SOIL WALLS. ELEMENTS OF DESIGN AND CHECK OF INTERNAL AND EXTERNAL STABILITY. |
| Teaching Methods | |
|---|---|
| THE COURSE COVERS LECTURES AND CLASSROOM EXERCISES. TECHNICAL VISITS TO SITES OF INTEREST ARE ALSO SCHEDULED. |
| Verification of learning | |
|---|---|
| THE ACHIEVEMENT OF THE FIXED OBJECTIVES WILL BE ASSESSED THROUGH AN ORAL EXAMINATION CONCERNING THE TOPICS COVERED IN CLASS AND THE PRESENTATION OF A CASE STUDY DEALING WITH RETAINING WORKS ANALYSED BY EACH STUDENT WITHIN A GROUP WORK. |
| Texts | |
|---|---|
| VIGGIANI C. (1999) – “FONDAZIONI”. HEVELIUS EDIZIONI , BENEVENTO. LANCELLOTTA R., CALAVERA J. (1999) - “FONDAZIONI”. MCGRAW-HILL LIBRI ITALIA, MILANO. C. TAMAGNINI, D. SALCIARINI, “IL DIMENSIONAMENTO E LE VERIFICHE AGLI STATI LIMITE DELLE STRUTTURE DI SOSTEGNO”, HEVELIUS EDIZIONI, 2013 A. EVANGELISTA, “APPUNTI DI OPERE DI SOSTEGNO” ISTITUTO DI GEOTECNICA, UNIVERSITÀ FEDERICO II DI NAPOLI C.R.I.CLAYTON , J. MILITITSKY, R.I. WOODS, “EARTH PRESSURE AND EARTH-RETAINING STRUCTURES” HEVELIUS EDIZIONI, 2006 NOTES TO THE LESSONS PROVIDED BY THE PROFESSORS. |
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