15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222 | class PileResistance:
def __init__(self, description: str , pile:Pile, gm, level_top:float, level_base:float , increment:float):
self.description = description
self.ground_model = gm
self.pile = pile
self.levels = np.arange(level_top, level_base, increment)
self.undrained_qb = []
self.undrained_qs = []
self.drained_qb = []
self.drained_qs = []
if type(pile.calc_methods) is list:
self.calc_methods = pile.calc_methods
else:
self.calc_methods = pile.calc_methods.replace("'","").split(",")
for s in self.calc_methods:
calc = standard_calc.get_calc(s)
if calc is not None:
res = {"method":s,
"results": calc.calc(pile, gm, self.levels)}
if (calc.component == "shaft" and calc.state == "undrained"):
self.undrained_qs.append(res)
if (calc.component == "base" and calc.state == "undrained"):
self.undrained_qb.append(res)
if (calc.component == "shaft" and calc.state == "drained"):
self.drained_qs.append(res)
if (calc.component == "base" and calc.state == "drained"):
self.drained_qb.append(res)
self.qs = self.get_qs(self.levels, self.undrained_qs,self.drained_qs)
self.qb = self.get_qb(self.levels, self.undrained_qb,self.drained_qb)
def get_drained_qb_sptn_factor(self, pile:Pile, gm, levels:float):
res = [0.00] * levels.size
spt_factor = pile.spt_factor
for x in range(levels.size):
res[x] = gm.get_attr_value(levels[x],"SPT",0) * spt_factor
return res
def get_drained_qb_nq(self, pile:Pile, gm, levels:float):
res = [0.00] * levels.size
nq = pile.nq
for x in range(levels.size):
res[x] = gm.get_attr_value(levels[x],"EffectiveStress",0) * nq
return res
def get_min_results(self, levels:float, results:[]):
try:
res = [0.00] * levels.size
if (len(results) > 0):
for x in range(levels.size):
res[x] = sys.float_info.max
for res2 in results:
if (res2["results"][x] < res[x]):
res[x] = res2["results"][x]
return res
except Exception as e:
msg = "problem getting min results {0}".format(str(e))
print (msg)
def get_min_results_zero_neg(self, levels:float, results:[]):
try:
res = [0.00] * levels.size
if (len(results) > 0):
for x in range(levels.size):
res[x] = sys.float_info.max
for res2 in results:
if res2["results"][x] < 0:
res[x] = 0
else:
if (res2["results"][x] < res[x]):
res[x] = res2["results"][x]
return res
except Exception as e:
msg = "problem getting min results {0}".format(str(e))
print (msg)
def get_qs(self, levels:float, undrained_qs:[], drained_qs:[]):
min_undrained_qs = self.get_min_results(levels, undrained_qs)
min_drained_qs = self.get_min_results(levels, drained_qs)
res = [0.00] * levels.size
for x in range(levels.size):
if (min_undrained_qs[x] == 0 and min_drained_qs[x]>0):
res[x] = min_drained_qs[x]
else:
res[x] = min_undrained_qs[x]
return res
def get_qb (self, levels:float, undrained_qb:[], drained_qb:[]):
min_undrained_qb = self.get_min_results(levels, undrained_qb)
min_drained_qb = self.get_min_results(levels, drained_qb)
res = [0.00] * levels.size
for x in range(levels.size):
if (min_undrained_qb[x] == 0 and min_drained_qb[x]>0):
res[x] = min_drained_qb[x]
else:
res[x] = min_undrained_qb[x]
return res
def getResistances(self, factors = unity_factors):
res = []
qs = 0
qb = 0
for x in range(self.levels.size):
qs =+ self.qs[x] * self.pile.perimeter
qb = self.qb[x] * self.pile.base
r = {"level": self.levels[x],
"qs":qs,
"qb":qb,
"qus_comp": qs / (factors['shaft_comp']*factors['model']),
"qus_tens": qs / (factors['shaft_tens']*factors['model']),
"qub": qb / (factors['base']*factors['model']),
"qutot": (qs + qb) / (factors['total']*factors['model'])}
res.append(r)
return res
def getResistancesJSON (self, factors):
ret = []
res = self.getResistances(factors)
for r in res:
s = "{{\"level\":{0}, \"qs\":{1}, \"qb\":{2}, \"qus_comp\":{3}, \"qub\":{4}, \"qus_tens\":{5}, \"qutot\":{6}}}".format(r['level'],r['qs'],r['qb'],r['qus_comp'],r['qub'],r['qus_tens'],r['qutot'])
ret.append(s)
return ret
def getResistancesCSV (self, factors = unity_factors, include_header_in_rows = False, include_factors_in_rows = False):
ret= []
res = self.getResistances(factors)
header = ["level","qs","qb","qus_comp","qub","qus_tens","qutot"]
if (include_factors_in_rows):
head,values = resistance_factors_array(factors)
ret.append(",".join(head))
ret.append(",".join(values))
if (include_header_in_rows):
ret.append(','.join(header))
for r in res:
s = f"{r['level']},{r['qs']},{r['qb']},{r['qus_comp']},{r['qub']},{r['qus_tens']},{r['qutot']}"
ret.append(s)
return ','.join(header), ret
def getDrainedResistances(self, factors = unity_factors):
res = []
qs = 0
qb = 0
for x in range(self.levels.size):
qs =+ self.drained_qs[x] * self.pile.perimeter
qb = self.drained_qb[x] * self.pile.base
r = {"level": self.levels[x],
"qs":qs,
"qb":qb,
"qus_comp": qs / (factors['shaft_comp']*factors['model']),
"qus_tens": qs / (factors['shaft_tens']*factors['model']),
"qub":qb / (factors['base']*factors['model']),
"qutot":(qs + qb) / (factors['total']*factors['model'])}
res.append(r)
return res
def getUndrainedResistances(self, factors = unity_factors):
res = []
qs = 0
qb = 0
for x in range(self.levels.size):
qs =+ self.undrained_qs[x] * self.pile.perimeter
qb = self.undrained_qb[x] * self.pile.base
r = {"level": self.levels[x],
"qs":qs,
"qb":qb,
"qus_comp": qs / (factors['shaft_comp']*factors['model']),
"qus_tens": qs / (factors['shaft_tens']*factors['model']),
"qub": qb / (factors['base']*factors['model']),
"qutot": (qs + qb) / (factors['total']*factors['model'])}
res.append(r)
return res
def getDrainedResistancesJSON (self, factors = unity_factors):
ret = []
res = self.getDrainedResistances(factors)
for r in res:
s = {'level':r['level'], 'qs':r['qs'], 'qb':r['qb'], 'qus_comp':r['qus_comp'], 'qub':r['qub'], 'qus_tens':r['qus_tens'], 'qutot':r['qutot']}
ret.append(s)
return ret
def getUndrainedResistancesJSON (self, factors = unity_factors):
ret = []
res = self.getUndrainedResistances(factors)
for r in res:
s = {'level':r['level'], 'qs':r['qs'], 'qb':r['qb'], 'qus_comp':r['qus_comp'], 'qub':r['qub'], 'qus_tens':r['qus_tens'], 'qutot':r['qutot']}
ret.append(s)
return ret
def getDrainedResistancesCSV (self, factors = unity_factors, include_header_in_rows = False):
ret= []
res = self.getDrainedResistances(factors)
header = ["level","qs","qb","qus_comp","qub","qus_tens","qutot"]
if (include_header_in_rows):
ret.append(','.join(header))
for r in res:
s = f"{r['level']},{r['qs']},{r['qb']},{r['qus_comp']},{r['qub']},{r['qus_tens']},{r['qutot']}"
ret.append(s)
return ','.join(header), ret
def getUndrainedResistancesCSV (self, factors = unity_factors, include_header_in_rows = False):
ret= []
res = self.getUndrainedResistances(factors)
header = ["level","qs","qb","qus_comp","qub","qus_tens","qutot"]
if (include_header_in_rows):
ret.append(','.join(header))
for r in res:
s = f"{r['level']},{r['qs']},{r['qb']},{r['qus_comp']},{r['qub']},{r['qus_tens']},{r['qutot']}"
ret.append(s)
return ','.join(header), ret
|