建筑地基基础设计规范

出版时间:2005-12   出版时间:中国建筑工业出版社   作者:中国工程建设标准化协会 译   页数:240   译者:中国工程建设标准化协会  
封面图片

建筑地基基础设计规范
前言

According to the requirements of Document JB [1997] No. 108-Ministry ofConstruction, that the"Code for the Design of Building Foundations"GBJ 7——89, has beenrevised by the China Academy of Building Research together with the Design, theInvestigation and Survey, the Construction, the Research as well as the Teaching relevantunits.In the period of revision, the code revision group carried out various studies on specifictopics, investigated and summarized the recent domestic practical experiences and acceptedthe new research results from concerned domain, meanwhile, the various ways were used bythe code revision group to solicit widespread opinions of the Design, the Investigation andSurvey, the Construction, the Research as well as the Teaching relevant units, the code wasborn out through repeated discussions, amendments and trial designs, finally, the newversion of code was decided after examination.The revised edition of the Code includes 10 chapters and 22 appendices. The mainrevised contents are as follows:The applied range and the calculated method of the ultimate limit states and theserviceability limit states in the design of building foundations are clearly difined; theprinciple of deformation controlling design has been emphasized, satisfying the requirementsfor the serviceability function of building; the classification for rocks and the classificationfor the frost heaving of soils are detailed; the calculated methods for the ground deformationand the resilient deformation of limited compressive stratum are added; the design meth~xt ofrock slope retainer is added; the design method of compound ground is added; the designmethod for raft foundation of tall buildings is added; the design method for the settlement ofpile foundation is added; the design method for foundation pit works is added; the contentsof inspection and monitoring for the ground, foundation are added. The stipulations fordesign of shell foundation have been abolished.
内容概要

  According to the requirements of Document JB [1997] No. 108-Ministry ofConstruction, that the"Code for the Design of Building Foundations"GBJ 7——89, has beenrevised by the China Academy of Building Research together with the Design, theInvestigation and Survey, the Construction, the Research as well as the Teaching relevantunits.
书籍目录

1
General
Principles2
Terms
and
Symbols2.1
Terms2.2
Main
Symbols3
Fundamental
Stipulations4
Classification
of
Geotechnical
Rocks,
Soils
and
Their
Engineering
Property
Indexes4.1
Classification
of
Rocks,
Soils4.2
Engineering
Property
Indexes5
Calculation
of
Ground5.1
Embedded
Depth
of
Foundation5.2
Calculation
of
Load-bearing
Capacity5.3
Calculation
of
Deformation5.4
Calculation
of
Stability6
Ground
in
Mountaineous
Region6.1
General
Stipulations6.2
Soil-rock
Composite
Ground6.3
Compacted
Fill
Ground6.4
Landslide
Prevention6.5
Karst
and
Earth
Cave6.6
Soil
Side
Slope
and
Gravity
Retaining
Wall6.7
Rock
Side
Slope
and
Rock
Anchored
Bolt
Retaining
Wall7
Feeble
Ground7.1
General
Stipulations7.2
Utilization
and
Treatment7.3
Architectural
Measures7.4
Structural
Measures7.5
Large
Area
Ground
Surface
Load8
Foundations8.1
Unreinforced
Spread
Foundation8.2
Spread
Foundation8.3
Strip
Footing
under
Columns8.4
Raft
Foundation
for
Tall
Buildings8.5
Pile
Foundation8.6
Rock
Anchored
Bolt
Foundation9
Foundation
Pit
Engineering9.1
General
Stipulations9.2
Design
Calculation9.3
Underground
Diaphragm
Wall
and
Top-down
Construction
Method10
Verification
and
Monitoring10.1
Verification10.2
MonitoringAppendix
A
Division
of
the
Hardness
Degree
of
Rocks
and
the
Completenes
Degree
of
Rock
MassesAppendix
B
Field-distinction
of
Broken
Stone
SoilAppendix
C
Main
Points
of
Shallow
Stratum
Plate-loading
TestAppendix
D
Main
Points
of
Deep
Stratum
Plate-loading
TestAppendix
E
Characteristic
Value
of
Shear
Strength
Indexes
c,
9Appendix
F
Map
for
the
Standard
Frozen
Depth
Lines
of
Seasonal
Frozen
Soil
in
ChinaAppendix
G
Classification
for
the
Frost
Heaving
Property
of
Ground
Soil
and
the
Maximum
Depth
of
Allowable
Remainder
Frozen
Soil
Stratum
under
Foundation
Base
of
BuildingsAppendix
H
Main
Points
for
Loading
Test
of
Rock
GroundAppendix
J
Main
Points
for
Uniaxial
Compression
Strength
Test
of
RockAppendix
K
Coefficient
of
Additional
Stress
a
and
Coefficient
of
Average
Additional
Stress
aAppendix
L
Coefficient
of
Active
Earth
Pressure
ka
for
Retaining
WallAppendix
M
Main
Points
for
Pull-out
Resistant
Test
of
Rock
Anchored
BoltAppendix
N
Calculation
for
Additional
Settlement
Amount
of
Ground
under
the
Action
of
Large
Area
Ground
Surface
LoadAppendix
P
Calculating
Formulae
for
the
Perimeter
of
Critical
Section
and
the
Polar
Moment
of
Inertia
for
Punching
ShearAppendix
Q
Main
Points
for
Vertical
Static
Loading
Test
of
Single
PileAppendix
R
Calculation
for
Final
Settlement
of
Pile
FoundationAppendix
S
Sectional
Width
for
Inclined
Section
Subjected
to
Shear
of
the
Stepped
Capping
and
the
Cone
CappingAppendix
T
Main
Points
for
Calculation
of
the
Pile-type,
the
Wall-type
Cantilevered
Retaining
StructuresAppendix
U
Main
Points
for
Calculation
of
the
Pile-type,
the
Wall-type
Anchor
Bracing
Retaining
StructuresAppendix
V
Checking
Computation
for
the
Stability
of
Swelling
Resistant
of
Foundation
Pit
BaseAppendix
W
Checking
Computation
for
the
Stability
of
Seepage
Flow
Resistant
of
Foundation
Pit
BaseAppendix
X
Main
Points
for
Soil
Stratum
Anchored
Bolt
TestExplanation
of
Wording
in
This
Code
章节摘录

插图:7.1.1
The
feeble
grounds
denote
the
grounds,
which
are
consisted
mainly
of
mud,
muddysoil,
alluvial
filled
soil,
miscellaneous
filled
soil
or
other
soil
strata
with
highcompressibility.
When
within
the
local
range
of
building's
ground
exists
the
highcompressibility
soil
stratum,
that
shall
be
considered
as
the
local
feeble
soil
stratum.7.1.2
When
in
the
field
survey,
the
uniformity,
composition,
distributing
range
andproperties
for
soil
of
the
feeble
soil
strata
shall
be
ascertained.
The
condition
of
drainageconsolidation
shall
also
be
understood
for
the
alluvial
filled
soil.
The
fundamental
factorssuch
as
the
history
of
piled
up,
the
stability,
collapsibility
under
self-weight
etc.
shall
beascertained
and
definited
for
the
miscellaneous
filled
soil.7.1.3
When
in
the
design,
the
interaction
of
upper
structure
and
ground
shall
be
takeninto
account.
The
comprehensive
analysis
shall
be
earned
out
concerning
with
theconfiguration
of
buildings,
the
loading
conditions,
the
type
of
structures
and
the
geologicalconditions
to
determine
the
reasonable
architectural
measures,
structural
measures
and
thetreatment
method
of
grounds.7.1.4
When
in
the
construction
stage,
the
attention
for
the
protection
of
bottom
surfaceof
mud
or
muddy
soil
foundation
trench
shall
be
paid
to
reduce
the
disturbance
duringconstruction.
For
buildings
with
comparatively
large
difference
in
loadings,
hence,
theheavy,
high
parts
may
be
built
first,
then
the
light,
lower
parts
may
be
followed.7.1.5
The
structures
or
the
group
structures
(such
as
silos,
oil
tanks
etc.

with
compa-ratively
large
variable
loads,
their
loading
velocity
shall
be
controlled
and
their
time
intervalof
loadings
shall
be
grasped,
according
to
their
settlement
conditions
at
the
early
servicetime,
or
adjusting
the
distribution
of
variable
loads
to
avoid
the
excessive
tilting.
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《中华人民共和国国家标准:建筑地基基础设计规范(GB 50007-2002)(英文版)》是由中国建筑工业出版社出版的。
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