بدائل البحث:
largest decrease » largest decreases (توسيع البحث), larger decrease (توسيع البحث), marked decrease (توسيع البحث)
values decrease » values increased (توسيع البحث)
c largest » _ largest (توسيع البحث), c large (توسيع البحث)
10 cycles » 100 cycles (توسيع البحث), 1000 cycles (توسيع البحث), 000 cycles (توسيع البحث)
i values » _ values (توسيع البحث)
8 cycles » _ cycles (توسيع البحث), 6 cycles (توسيع البحث), 50 cycles (توسيع البحث)
largest decrease » largest decreases (توسيع البحث), larger decrease (توسيع البحث), marked decrease (توسيع البحث)
values decrease » values increased (توسيع البحث)
c largest » _ largest (توسيع البحث), c large (توسيع البحث)
10 cycles » 100 cycles (توسيع البحث), 1000 cycles (توسيع البحث), 000 cycles (توسيع البحث)
i values » _ values (توسيع البحث)
8 cycles » _ cycles (توسيع البحث), 6 cycles (توسيع البحث), 50 cycles (توسيع البحث)
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161
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162
Community cycling exercise for stroke survivors is feasible and acceptable
منشور في 2019"…The use of indoor recumbent cycling, delivered through local government leisure facilities, may increase access to exercise among stroke survivors.…"
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163
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164
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165
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166
Basic physical parameters of shield residue.
منشور في 2024"…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …"
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167
Primary composition of experimental materials.
منشور في 2024"…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …"
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168
Compaction test results.
منشور في 2024"…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …"
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169
Experimental mix proportions.
منشور في 2024"…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …"
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170
CBR test results.
منشور في 2024"…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …"
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171
Change in moisture content of stabilized soil.
منشور في 2024"…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …"
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172
Relationship between UCS and curing time.
منشور في 2024"…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …"
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173
Strength characteristic curve of stabilized soil.
منشور في 2024"…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …"
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174
CBR test results at different curing time.
منشور في 2024"…After 60 curing days, all stabilized soil exhibited a UCS value exceeding 1.9 MPa. In addition, the CBR values of CCS-FA stabilized soil were more than 8 times higher than those of the original shield residue. …"
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175
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176
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177
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178
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179
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180